Chennai Petroleum Corporation Limited - Tamil Nadu

34213893 construction of storm water drain for bs vi sru project at manali refinery of cpcl , earthwork in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth upto 1.5m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , cutting & clearing the areaof grass, rank, vegetation, wild growth bushes, trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of engineer in charge and collecting all cut grass, vegetation etc and disposing it atdesignated place within a lead of 100m, with all tools, labour etc. complete as per specifications and directions of engineer in charge. , backfilling after execution of the work toproper grade and level with selected materials from available excavated soil fromsoil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods / mechanical compactors , dressing, trimming etc. in foundations, plinths, pits etc.all complete as per directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling approved m sand of specified quality under floors, plinths, foundations etc. for all depthsincluding the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying plain cement concrete ( pcc ) 1:4:8 by volume ( 1cement : 4 m sand:8 coarse aggregate ) with opc 53 grade and 40mm & down size graded crushed stone aggregates for all depths wherever required like in foundations, fillings , floors, pavements & ramps or any other works etc., including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete including cement cost etc, all complete as directed by engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, fixing formwork including centering, shuttering , strutting and propping in sub structure at all depths wherever required including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labour, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement ( conforming to is 1786, grade fe500 ) for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, welding spacers, lifting hooks etc for all heights & depths etc. removing of scraps from site, all complete as directed by engineer in charge. , demolishingbrick masonry incement mortar ( taking all necessary safety precautions ) for allheightsabove plinth level including supply of all labours, tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing rcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depth and height belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing pcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishingstone / rubble masonry ( taking all necessary safety precautions ) for demolition of existing compound wall for the entire heightabove ground level including supply of all labours, tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable materialatdesignated place upto 7 km leadin vaikkadu area as per specification and directions of engineer in charge. , dismantling bituminous road ( taking all necessary safety precautions ) manually / by mechanical means for all depths including cutting road taking out soling and metalling inculding wbm, wmm, sorting and screening, supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable materialto spoil heaps within 50mlead all complete as specified and as per directions of engineer in charge . => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

34213885 piling and civil works for construction of blast resistant wall along refinery ii control room at manali refinery of cpcl piling and civil works for construction of blast resistant wall along refinery ii control room at manali refinery of cpcl , construction ( boring, providing & installing ) of bored cast in situ r.c.c. straight shafted pilesof 500 mm diameter and specified length below the pile cap with m35 grade concrete, using ordinary portland cement ( opc ) 53 grade conforming to is: 12269 ( latest rev. ) of approved makewith a minimum cement content of 400kg / cu.m. and stone chips of 20mm and down size, through all types of stratato carry a safe working load not less than specified including confirming that pile rests on hard strata having nvalue greater than or equal to 100, excluding the cost of steel reinforcement but including the cost of boring with hydraulic / tractor mounted rotary drilling rigs using direct / reverse mud circulation method, hydraulic operated grab, maintaning borehole sides in position by bentonite slurry by direct mud circulation method, tremie concreting and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. this also includes supply of necessary material including admixtures, plastisizers if required ( quantity as permix design report recommendation ) & carrying out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck outside the refinery premises upto a lead of 7km in vaikkadu area with all leads and lifts, shifting plant and equipments from one pile location to another, mobilising & demobilising of required number of piling / boring rigs & ancillary equipments, tools, tackles & labour all complete, as per specifications, drawings & directions of engineer in charge etc.note: 1 ) payment length shall be measured below the cut off level.maximum cut off level will be 600mm from the egl.no payment shall be made for the empty boring made above cut off level .2 ) minimum 3 nos.of piling rigs to be mobilised. , empty boring for 500mm dia. vertical piles, measured below the cut off level till the distance, where boring had to be terminated due to occurrence of existing piles / stone columns at the proposed pile location.this includes the cost of boring with rotary / percussion type drilling rigs using direct / reverse mud circulation method, hydraulic operated grab, maintaining borehole sides in position by bentonite slurry by direct mud circulation method, and temporary casing of appropriate length for setting outetc.including refilling the bore upto the existing ground level with available excavated earth.this also includes carrying out any ancillary work adjunct to boring work, disposal of surplus materials including earth, muck generated upto a lead of 7km outside the refinery premises with all leads and lifts, mobilising & demobilising ofpiling / boring rig & ancillary equipments, tools, tackles & labour all complete, as per directions of engineer in charge etc. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe500 ) , for 500mm dia rcc bored cast in situ piles for full length of pile, with helical ties, including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding it in positionby 16 swg black soft annealed binding wire, at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, inner rings welding to main longitudinal rods to form a rigid cage for all heights and depths, guide bar etc. complete as per the specifications and directions of engineer in charge. , conducting standard penetration tests in soil, weathered rock, soft rock and hard rock during boringfor 500mm diameter pile as directed, at every change in stratum or at intervals of not more than 1.5m which ever is less, starting at 15m below ground level as directed by engineer in charge, including using a new spt shoe for each test. , cutting the heads of rcc piles of500mm dia and a length not exceeding 600mm including exposing / cleaning, bending of the reinforcements making site clean for casting of pile cap, removal and disposal of debris at designated place outside the refinery premises up to a lead of 7km ( vaikkadu village ) all complete as per the specifications and directions of engineer in charge. , conducting initial vertical pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, backfilling, compaction, etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting initial lateral pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting initial pullout pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting routine vertical pile loadtest by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting routine lateral pile loadtest by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting routine pullout pile loadtest by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies ( excluding cost of pile ) . , conducting low strain integrity test on500mm dia piles as per astm d 5882, including pile head preparation, mobilisation & demobilisation of testing apparatus / equipments, skilled personnel, data collection / recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of engineer in charge. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , supplying, transportation, installing, dismantling and removing of interlocking type temporary steel sheet piles with crane / jcb / poclain / vibro hammer / pile driving machinery of adequate capacity and other ancillary equipment, including driving and joining the sheet piles as per specification up to levels indicated in the drawings & specifications. installed sheet piles are temporary and shall retain the earth, provide excavation support for a depth of 5m from ground level and protection against water seepage & sliding of earth during construction activities, including supply of all materials, steel members, welding, strutting, tie members supporting, labour, plant & machineries, etc. all complete as directed by engineer in charge. ( notes: ( i ) method of measurement for payment will be the actual horizontal limit of temporary sheet piling installed and accepted, and the vertical limit as measured from the bottom of the exposed face of the sheeting to the top of the retained earth behind the sheeting. ( ii ) the steel sheet piles shall be supplied by the contractor and shall remain the property of the contractor ) . , earthwork excavationbelow ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris, removal of surface / rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required, providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables, ows / crws pipes, chambers, storm water drain walls etc; all complete as directed by engineer in charge. , same as item no:150 above but for depths beyond 1.5m and upto 3m. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling approvedm sand of specified quality under floors, foundations, pile caps, tank pads, dyke & fire walls, pipe sleepers & supports, walkway platform supports, tank pad filling etc. for all depths & heights including cost of sand, royalties, taxes, handling, loading, unloading, transportation to site for all leads & lifts, stacking, spreading in layers of loose thickness not exceeding 150mm, watering, ramming, compacting with mechanical compactors and / or other equipment to the specified levels , including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation, all complete as per drawings, specifications and directions of engineer in charge. the rates shall be inclusive of the cost of labour, tools and tackles, etc. all complete. , providing, mixing and laying of pcc 1:4:8 ( 1 cement: 4 m sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate andordinary portland cement 53 grade for any thickness below foundations, pile cap, raft, grade slab, drains, fillings, sumps, chambers etc., including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position rcc of grade m35using opc grade 53 cementof approved make with a minimum cement content of 400kg / cu.m , 20mm and down graded coarse aggregates & m sand for pile caps, foundation, beams, wall, flooring including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rccof grade m30 with 20mm and down graded coarse aggregates & m sand as per is 456:2000using 53 grade ordinary portland cement in super structures for beams, counterfort, walls etc., including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing and fixing centering & shuttering in sub structures for pile caps, foundation, beams, wall, flooringetc.for all depths including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , providing and fixing centering & shuttering in super structures for beams, counterfort, walls etc., for all heights including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe 500 ) , for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks, scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of engineer in charge. , providing and applyingweather proof textured exterior paint on rcc / brick walls / plastered surface etc. of asian , nerolac, berger or any other equivalent approved make, one coat of primer andtwo or more coats ( to give a smooth and even shade ) of anti fungal, water proof, anti flakingweather proof paintof approved quality and shade etc. asper the specifications includingnecessaryscaffolding, cleaning and surface preparation, preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with plaster of paris, applying a coat of primer, two or more coats of oil / water based putty ( as per manufacturers recommendations ) sand papering etc., all complete as per specification and as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates confirming to is: 2062 etc.at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates inexisting / new structural pipe supports, frames, etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, ( including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection, including preparing the surface for painting , grit blasting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erectionas specified & directed by engineer in charge. supply of all materials in contractors scope. , demolishing brick masonry in lime or cement mortar ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , demolishing plain cement concreteof all grades ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , demolishing reinforced cement concrete ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including cutting, straightening, scrapping of rebars and disposal of unserviceable material including reinforcements atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , dismantling of structural steel works ( bolted / riveted / welded ) of all descriptions ( taking all necessary safety precautions ) for all heights & depths above & belowplinth level including supply ofall tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gussetplates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location / cpcl storage yard / scrap yardwithin the refinery premises as per direction of engineer in charge. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver, assistant / fuel / oil / lubricants / all consumables etc. complete. the quoted rate should include mobilization, operator crews / driver / assistant cost, tools, tackles etc., as directed by the engineer in charge. , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools. , providing & fixing in position bitumen impregnated board 25mm thk. of approved make premoulded bituminous expansion / contraction / isolation joint filler boards conforming to is:1838 p1 / 1983 in joints including expansion / contractiopn joints, application of primer as directed by engineer in charge. , providing necessary barricading works for a height of 5m from the finished ground level with 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements as per drawings and as directed by engineer in charge prior to the start of work and dismantling the same after the finish of work.rate quoted should include mobilisation and erection of the above items at site as per drawings and dismantling the same after the completion of work .however the gi sheets, sand bags & structural members used will be the property of contractor and the same can be taken back after the completion of work.the construction and demolishing of foundation works for the same will be paid separately under relevant items....

Chennai Petroleum Corporation Limited - Tamil Nadu

34155823 tender for piling and civil works for revamp of isom unit for divided wall column ( dwc ) project in manali refinery piling and civil works for revamp of isom unit for divided wall column ( dwc ) project in manali refinery , notes: 1.no extra payment will be made for piling / reinforcement / concrete above pile cut off level.2.since majority ofthe work is to be executed in a running unit, necessary safety precautions should be taken not to disturb the plant operations. , construction ( boring, providing & installing ) of bored cast in situ r.c.c. straight shafted pilesof 500 mm diameter and specified length below the pile cap with m35 grade concrete, using ordinary portland cement ( opc ) 53 grade conforming to is: 12269 ( latest rev. ) of approved makewith a minimum cement content of 400kg / cu.m. and stone chips of 20mm and down size, through all types of stratato carry a safe working load not less than specified including confirming that pile rests on hard strata having nvalue greater than or equal to 100, excluding the cost of steel reinforcement but including the cost of boring with tractor mounted hydraulic rigsusing direct / reverse mud circulation method, hydraulic operated grab, maintaning borehole sides in position by bentonite slurry by direct mud circulation method, tremie concreting and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. this also includes supply of necessary material including admixtures, plastisizers if required ( quantity as permix design report recommendation ) & carrying out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck at designated place outside the refinery premises upto a lead of 7kmwith all leads and lifts, shifting plant and equipments from one pile location to another, mobilising & demobilising of required number of piling / boring rigs & ancillary equipments, tools, tackles & labour all complete, as per specifications, drawings & directions of engineer in charge etc.note: 1 ) payment length shall be measured below the cut off level.maximum cut off level will be 2m from the exisiting hpp.no payment shall be made for the empty boring made above cut off level .2 ) minimum 2 nos. of piling rigs to be mobilised. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe500 ) , for 500mm dia rcc bored cast in situ piles for full length of pile, with helical ties, including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding it in positionby 16 swg black soft annealed binding wire, at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, inner rings welding to main longitudinal rods to form a rigid cage for all heights and depths, guide bar etc. complete as per the specifications and directions of engineer in charge. , conducting standard penetration tests in soil, weathered rock, soft rock and hard rock during boringfor 500mm diameter pile as directed, at every change in stratum or at intervals of not more than 1.5m which ever is less, starting at 15m below ground level as directed by engineer in charge, including using a new spt shoe for each test. , cutting the heads of rcc piles of500mm dia and a length not exceeding 2m including exposing / cleaning, bending of the reinforcements making site clean for casting of pile cap, removal and disposal of debris at designated place outside the refinery premises up to a lead of 7km all complete as per the specifications and directions of engineer in charge. , conducting low strain integrity test on500mm dia piles as per astm d 5882, including pile head preparation, mobilisation & demobilisation of testing apparatus / equipments, skilled personnel, data collection / recording, analyzing the results, preparing comprehensive report and submitting the same in 5 copies, all complete as per specifications and instructions of engineer in charge. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , earthwork excavation by mechanical / manual means below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris, removal of surface / rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required, providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables, ows / crws pipes, chambers, storm water drain walls etc; all complete as directed by engineer in charge. , same as item no:80 above but for depths beyond 1.5m and upto 3m. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , providing&laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing, mixing and laying of pcc 1:4:8 ( 1 cement: 4 m sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate andordinary portland cement 53 grade for any thickness belowfoundations, pile cap, raft, grade slab , pipe sleepers & supports etc., including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position rcc of grade m35using opc grade 53 cementof approved make with a minimum cement content of 400kg / cu.m , 20mm and down graded coarse aggregates & m sandin substructurefor all depths and upto a height of 1m above existing grade levelfor foundations, drains, pavement etc, . including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rccof grade m30 with 20mm and down graded coarse aggregates & m sand as per is 456:2000using 53 grade ordinary portland cement in super structure for all heights above 1m from existing grade level, for deck slab concreting over the deck sheet, etc, . including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement and shuttering ) , etc. all complete as specified, and directed by engineer in charge. , manufacturing, transporting, supplying and erecting in position rcc precast elements such as cover slabs for cable trench, culvert etc. of m 35 grade with20mm and down size graded crushed stone aggregates as per is:456 2000, with minimum cement content of 400kg / cu.m usingordinary portland cement ( opc ) 53 grade each unit upto and inclusive of 1000kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, wherever required, finishing the top surface with cement mortar 1:3 ( 1 cement : 3 sand ) to give asmooth and even surface or non skid finish as specified, providing lifitng hooks, metal inserts, making holes pockets, ( only m.s. inserts to be measured & paid seperately ) transporting to site, erecting, levelling, aligning and fixing in positionall complete ( excluding cost of reinforcement ) and as directed by the engineer in charge. , manufacturing, transporting, supplying and placing in positionprecast pcc elements of mix1:2:4 ( 1 cement: 2 m sand : 4coarse aggregate ) as per design & shape for floor slabs / tiles inside tank farm dyke as pavements in regular pattern, etc with 10 mm and down size graded crushed stone aggregates using 53 grade ordinary portland cement ( opc ) for all leads, levels, shapes and thickness including all moulds, formwork in precasting, vibrating, tamping, curing, chamfering, wherever required, including flush or deep ruled pointing at joints incement mortar 1:4 ( 1 cement:4 m sand ) finishing the top surface with cement mortar 1:3 ( 1 cement : 3 m sand ) to give asmooth and even surface or non skid finish as specified, erecting, levelling, aligning and fixing in positionall complete and as directed by the engineer in charge. , providing and fixing centering & shuttering in sub structure for all depths and for a height of 1m above the existing grade level, including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above 1m from the existing grade level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe 500 ) , for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks, scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of engineer in charge. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using non shrink grout of approved quality including supply of material, roughening surface, cleaning with compressed air / water jets, ramming, curing, labour charges etc.all complete as directed by engineer in charge. , providing and placing in position suitable pvc water stops serrated with central bulb ( 225mm wide, 8 11mm thick ) conforming to is:12200 for construction / expansion joints between two rcc members and fixed to the reinforcement with binding wire before pouring concreteincluding material & labour charges etc.all completeas directed by engineer in charge. , providing and applying approved epoxy resinfor bonding of fresh concrete to old concrete in all types of structures such as extension of existing sleepers & pipe supports etc., at all depths and heights including cleaning of concrete surfaces, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of epoxy resin system as per manufactures recommendations taking all safety measures, etc.complete as specified and directed by engineer in charge. , providing and laying brick masonryinsubstructureusing cement mortar 1:5 ( 1 cement:5 m sand ) and class 5.0 bricks at all depths including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing 15mm thick cement plasterin cement mortar 1:4 ( 1 cement:4 m sand by volume ) onbrickmasonry, pcc / rcc surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, bands , mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing & fixing in position bitumen impregnatedboard 12 mm thk. of approved make premoulded bituminous expansion joint filler boards conforming to is:1838 p1 / 1983 in joints including application of primer as directed by engineer in charge. , providing & filling in joints bitumastic sealing compound 12 to 17mm width x 20 to 25 mm depthofapprovedmake conforming to is:1834 latest revision grade a including one coat of primer as per manufacturer’s specifications, drawings & as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates confirming grade e250 br to is: 2062 etc.at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates inexisting / new structural pipe supports, frames, etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, ( including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection, including preparing the surface for painting , grit blasting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erectionas specified & directed by engineer in charge. supply of all materials in contractors scope. , supplying, transporting, storing, fabricating and fixing in position m.s. steel inserts ( withlugs ) asshownin drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain, reinforced cement concrete members inclusive of adjusting shuttering & reinforcement / any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, & painting with one shop coat of inorganic zinc silicate primer and finsihing with two coats of anti rust epoxy paint of approved brand and colour , etc complete as perdrawing, specification and direction of engineer in charge. , supplying, fabricating, delivering and fixing in position at site anchor bolts, nuts / lock nuts, and anchor bolt assemblies, including necessary templates etc. complete as per the drawings and as directed by engineer in charge. ( templates required for fixing shall not be paid separately ) . , introducing new reinforcement barsfor structural connections in rcc beams, pile cap, columns, and slabs including power drilling holes of appropriate diameters in reinforced or plain cement concrete to a minimum depth of 150mm and upto 200mm, fixing the reinforcement in position drilling in concrete , epoxy cartridges of hilti re 500 make or equivalent , plastic nozzle at all depths and heights complete including cleaning the drilled holes of loose dust by blowing air.the cost of reinforcement shall be paid separately under relevant item upto and including 12mm dia reinforcement bars , same as item 310 above, but for bars of dia more than 12mm and not exceeding 20mm dia. , making cut outs in rcc slab / wall upto a thickness of 400mm ( taking all necessary safety precautions ) by vibration less spark free mechanical means like core cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the engineer in charge ( measurement on plan / elevation area basis ) . , making necessary openings of 100 mm diameter in rccwallsusing core cutting method, including supply of all tools and tackles necessary arrangements etc., cutting lapping / welding of reinforcement bars as directed by engineer in charge. , same as item no.340 above, but for 150 mm dia.opening , same as item no.340 above, but for 200 mm dia.opening. , demolishing brick masonry in lime or cement mortar ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , demolishing plain cement concreteof all grades ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , demolishing reinforced cement concrete ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including cutting, straightening, scrapping of rebars and disposal of unserviceable material including reinforcements atdesignated place outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge . , dismantling of structural steel works ( bolted / riveted / welded ) of all descriptions ( taking all necessary safety precautions ) for all heights & depths above & belowplinth level including supply ofall tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gussetplates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location / cpcl storage yard / scrap yardwithin the refinery premises as per direction of engineer in charge. , providing necessary barricading workswith 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements including scafffolding pipes and tubes for a maximum height of 3 m , embedding the same in firm ground etc. rate quoted should include mobilisation and erection of the above items including demobilisation after completion of works.the same will be the property of contractor. , providing necessarybarricading works with 1mm thick corrugated gi sheets taking supports from existing structural members within the plant for a maximum height of 6m.rate quoted should include mobilisation and erection of the above item including demobilisation after completion of works.the same will be the property of contractor.payment shall be based on the area of sheet utilised for barricading. , supply of 5hp diesel driven dewatering pump on hire basis on all days including sundays on 8 hrs.shift, along with all accessories including hoses and one operator for pumping out of water including dewatering excavation pits, oily trenches / pits etc. for all depths by contractors own pump as per directions of engineer in charge.the job also includes supplying of all types of pumps, tools and tackles, hoses, fuel, all consumables and labour to complete the job in all respects as directed by enginee in charge. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver, assistant / fuel / oil / lubricants / all consumables etc. complete. the quoted rate should include mobilization, operator crews / driver / assistant cost, tools, tackles etc., as directed by the engineer in charge. , same as sl.nono. 440 above, but for supply of tractor compressor breaker . , supply of 20 feet trailer with tractor on hire basis on all working days from monday to saturday on 8 hrs.shift , inclusive ofdriver, one assistant, all consumables like diesel etc., with all safety precautions within cpcl refinery premises.the quoted rate should include mobilization, operator crews / driver / assistant cost, loading, transporting from site to scrap yard within refinery premises, unloading, tools, tackles, wire ropes, pulley blocks, belts, chains etc. for lifting, aligning, tying, stacking etc. all complete as directed by engineer in charge. , same as sl.nono. 460 above but for tractor with trailerof minimumcapacity 2.5 cu.m. , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools....

Chennai Petroleum Corporation Limited - Tamil Nadu

34147843 modification works for digital control tower at first floor, administration building, ioc muttam terminal, nagapattinam modification works for digital control tower at first floor, administration building, ioc muttam terminal, nagapattinam , dismantling brickwork in cement mortar, at all heights, manual or electrical breaker with all safety precautions, use of special ppes like eye gogles, collection and disposal of dismantled debris upto a lead of 100m from the workspace, quoted rate shall be inclusive of all tools, tackles, machineries, labours etc complete as per directions of engineer in charge. , dismantling existing false ceiling along with tiles, aluminium frame works, connected hooks and other accessories like eletrical wires for fans, projector lights , with all tools, tackles, labours , disposal of dismantled materials upto a lead of 100m from the work space, etc all complete as per directions of engineer in charge. , demolishing plain cement concrete in foundation / super structure including disposal of unserviceable materialto the designated place within the refinery premises upto a lead of 100m as directedincludingall labor, tools, etc. complete. , dismantling rcc work by ( taking all necessary safety precautions ) manually / by mechanical means for all depth and height, below and above plinth level including supply of tools & tackles, necessary scaffolding, propping, cutting reinforcement bars, breaking into pieces, all labor, etc., cleaning and disposal of unserviceablematerial to the designated place upto a lead of 100mas per instruction of engineer in charge, all complete. , dismantling tile workin floors and roofs laid upto bed mortar of 20mm including disposal to the designated place within the refinery premises upto a lead of 100mas per instruction of engineer in charge , dismantling doors, windows and clerestory windows ( steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking the material at a yard within the refinery premises upto a lead of 100mas per instruction of engineer in charge , dismantling pipe lines of upto 6 inch dia including gi, pvc, cpvc, cast iron, stone ware etc. including of all tools and tackles and disposal to a designated place within refinery complex upto a lead of 100m as per instructions of eic. , supply of tractor with trolley along with six nos of un skilled labours for clearing the area, disposal of unserviceable materials, construction debris and other materials to the designatd place as directed by eic. the quoted rate shall be inclusive of all labours, tools , tackles, fuel cost etc complete , earthwork in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock for depth upto 1.5m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers for all depth consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m. , providing and laying plain cement concrete 1:4:8 ( 1 part of cement, 4 part of fine aggregate ( m sand ) and 8 part of stone aggregate 40 mm nominal size ) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete ) as per direction of engineer in charge but excluding cost of form work , providing and filling fine aggregate ( m sand ) of approved quality in floor, foundation etc. in layer of 15 cm thickness including, watering, ramming, consolidating etc. complete. , providing and laying reinforced cement concrete work 1:1.5:3 ( 1 cement, 1.5 fine aggregate ( m sand ) , 3 stone aggregate 20mm nominal size ) in foundation and plinth including machine mixing, curing, consolidating with vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement. , providing and fixing precast slabs beams with rcc 1:1:5:3 ( 1 cement, 1.5 fine aggregate ( m sand ) , 3 stone aggregate of 20mm nominal size including cleaning, fixing, lifting and placing in position, necessary shuttering, finishing, curing but excluding cost of reinforcement. , supplying and placing in position ms reinforcement ( plain round bars ) and / or tor steel for rcc work including transporting the steel to site of work, straightening, cleaning & removing oil grease if any, cutting, bending to required shapes & lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every inter section, supplying & placing with proper cover blocks, supports, chairs, overlaps, welding, spacers fan hooks etc. for all heights & depths etc. all complete as directed. , providing and laying brick masonry with bricks ofclass 5.0 in cement mortar 1:4 ( 1 cement and 4 fine aggregate ( m sand ) ) for all depths including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 ( 1 cement : 4 fine aggregate ( m sand ) ) for all depths and heightsincluding cost of materials, labour, scaffolding, sampling, testing, supplying and placing 2 no. 6 mm dia. diarebars at every third course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick plaster in cement mortar 1:4 ( 1 cement :4fine aggregate ) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights. , providing 12 mm thick plaster in cement mortar 1:4 ( 1 cement :4fine aggregate ) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing etc., for all heights. , supply and application of water resistant white cement based putty on interior surface after thorough cleaning as per manufacturer specification of make birla / jk of maximum thickness 1.5 mm in all heights. rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor etc. , supplying and applying 2 coats of interior emulsion paint of superior grade of brands like asian paints, dulux, berger over a single coat of primer with all accessories to reach all heights, tools , tackles, labours etc complete as per specifications and directions of engineer in charge , providing & applying wall painting in exterior surfaces:scope includes surface preparation by water jetting and sander. filling of holes / cracks with putty, supply and application of single coat of wall primer ( modified acrylic, water based alkali resistantprimer cum sealer with silicone additives ) and two coats of exterior emulsion of make asian or approved equivalent ( water based, modified acrylic, exterior with silicon additives ) in all heights. rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, covering all important structures with sheets and tapes andcleaning of all surrounding areas that got affected during the course of cleaning / painting. , providing and fixing double scaffolding system ( cup lock type ) on the exterior side, made with 40mm dia, ms tube at 1.5m centre to centre, horizontal and vertical tubes, joining ith cup and lock system with ms tubes, ms tubes challies, ms clamps and ms staircase system in the scaffolding for working platform and maintaining it serviceable condition for the required duration as approved and removing it there after. the scaffolding system shall be stiffened with bracings, runners, connection with the buiding etc wherever required for inspection at required location with essential safety features for the workmen etc complete as per the specifications and directions of engineer in charge. the elevational area of the scaffolding shall be measured for the payment purpose. the payment shall be made once irrespective of duration of scaffolding. , laminated wooden flooring: providing and fixing 10mm thick laminated wooden flooring with surface finish of embossed in register for eir and hand sculpted for hs, classification of use 32 / 33 with a surface abrasion resistance of class ac 4 ( average 4550cycles ) , impact resistance of 9n, reisstance to cigratte burn with rating of 4 ( en438 2:05 ) , swelling after 24hrs in water of 8.22%, modulus of rupture of 53.3 n / sqmm, internal bond 1.78 n / sqmm, surface soundness 2n / sq.mm ( en 13329:2000 ) with 0.2mm thcik wear layer on top of a high density fibre substrate core ( density@ 948.3 kgs / cum ) of plank size 1214mm x 141.5mm having locking arrangement ( lock strength >670lbs / ft ) with an underlaymwnt made of natural colour foam, with accessoies like end profile, transition profile etc complete. it is important to ensure the sub floor on which the laminate is beling laid is smooth , flat, hard and free from moisture, grease etc. in case of uneven sub floor the same should be levelled by self levelling compound. the moisture level present in the subfloor should be less than 8% before the installation of the floor. the laminate shall have armalock lockign system, it is recommended to use a water barrier of minimum 250 microns and 2mm polyethylene foam under the planks. the installation shall be undertaken as per the maufacturers installation instructions. the work should be carried out as per the patterns / designs and instructions by engineer in charge. the rate to include the cost of all leads, lifts, wastages, tools and plants etc complete. , providing and fixing in position partition with 50mm x 50mm x 1.5mm aluminium framework on both directions horizontally and vertically at not more than 600mm c / c fixed to line and plumb, ready to receive panelling over it. the framework alternative vertical member of frame work to touch the true ceiling height from the finished floor level and fixed rigidly to the ceiling, flooring, walls or partitions. cost of partition shall be exclusive of skin and inclusive of necessary additional bracing of the frames at the slab level for stability and making necessary cutouts for electrical / data and other service outlets and also for passing through ducts, cable trays and other service requirements. the frame work shall be finished with marine plywood of 12mm thick on both sides with screws / fasteners. the quoted rate shall be inclusive of making openings wherever necessary and finished with 4mm thick veneer fixed with adhesive etc complete as per specifications and directions of engineer in charge. , providing and fixing 12.5mm thick tapered edge gypsum plain board false ceiling confirming to is:2095 ( part 1 ) : 2011 ( board with bis certification mark ) at all heights including providing and fixing framework madeo of special sections, power pressed from ms sheets and galvanized with zinc coating of 120gms / sqm ( both side inclusive ) as per is:277 amd consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm at 1200mm centre to centre, one flange fixed to ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 2510x0.5mm of required length with nuts and bolts of required size and other end of angle hanger fixed with intermediate g.i. channels 45x15x0.9mm running at the spacing of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm , at 450mm centre to centre shall be fixed in direction perpendicular to g.i. intermediate channel with connecting clips made of 2.64mm dia x 230mm long g.i. wire at every junction, including fixing perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450mm centre with 25mm longdry wall screws @ 230mm interval including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screw of size 3.5x 25mm at 230mm c / c. including jointing and finishing to a flush finish of tapered and square edges of the board with recommeneded jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150mm on both sides of the joint and two coats of primer suitable for board, all as per manufacturerss specifications and also including the cost of making opening for light fittings, projector, diffusers, with frame of perimeter channels suitably fixed, all completed as per specifications and directions of engineer in charge , plywood board false ceiling: providing and fixing 12mm thick marine plywood with 1.5mm thick laminate with approved shade and patterns over the false ceiling grids with necessary suitable size screws, fasteners. the exposed thickness of plywood to be finished with pvc edge banding of shade matching the laminate all complete as per specifications and instructions of engineer in charge. , providing and fixing isi marked 35mmthick flush door shutter confirming to is:2202 ( part i ) decorative type veneering , core of block board , construction with frame of 1st class hard wood and well matched veneering including fixing of 100mm brass mortice latch and lock of 6 levers, pair of anodizied aluminium handles of approved quality, and aluminium die cast body tubular type universal hydraulic door closer of is:3564 with all fittings, fixtures , labours etc complete as per specifications and directions of engineer in charge. , providing and fixing isi marked 35mmthick flush door shutter confirming to is:2202 ( part i ) decorative type veneering , core of block board , construction with frame of 1st class hard wood and well matched veneering including fixing of 100mm brass mortice latch and lock of 6 levers, pair of anodizied aluminium handles of approved quality, and aluminium die cast body tubular type universal hydraulic door closer of is:3564 with all fittings, fixtures , labours etc complete as per specifications and directions of engineer in charge. , providing and fixing of stainless steel sink of inner dimensions not less than 660 x 380 x 215 mm of reputed brands like kaff , hindware, nirali ( ng aisi 304 ) with necessary fittings / accessories etc. , providing and fixing ceramic glazed / matt finished tiles of make johnson / kajaria / somany / nitcoin all colors, shades of size 600 x 600 mm and above as approved by engineer in charge over 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 fine aggregate ( m sand ) ) and jointing with grey cement grout including pointing in white cement mixed with pigment of matching shade complete. , providing and fixing mirroe polished granite tiles of shade black galaxy / equivalent of thickness not less than 18 mm approved by eic over 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 fine aggregate ( m sand ) ) and nozing on both sides. , providing and fixing 15mm chlorinated polyvinyl chloride ( cpvc ) pipe class 1 for external work having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing for non embedded works. this includes jointing of pipes & fittings with on step cpvc solvent cement and testing of joints, scaffolding complete as per direction of engineer in charge. , same as item no 37 but for 20mm dia exteriorwork , same as item no 37 but for 25mm dia exteriorwork , providing and fixing 15mm chlorinated polyvinyl chloride ( cpvc ) pipe class 1 for concealed work having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings including cutting chases and making good the wall . this includes jointing of pipes & fittings with on step cpvc solvent cement and testing of joints, scaffolding complete as per direction of engineer in charge. , same as item no 40 but for 20mm dia concealedwork , same as item no 40 but for 25mm dia concealedwork , providing and fixing rigid pvc pipe of 110mm diaaswater drainage pipes, weep hole pipes etc.including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing rigid pvc pipe of 150mm diaaswater drainage pipes, weep hole pipes etc.including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and placing on terrace ( at all floor levels ) polyethylene water storage tank of 5000 litre capacity confirming to isi : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. dismantling of existing tankand disposal to designated place within refinery premises to be carried out as directed by eic if required , providing and fixing brass gate valve with ci wheel of approved quality ( r brand ) with isi mark ( screw ended ) 25mm nominal bore , providing and fixing 20 mm float valve with reducer if required of approved make , supplying and fixing in position upvc ventilators ( louvered type ) with 4mm thick glass panes, including cutting the walls, if required, chazing, making good surface for walls with all tools, tackles, materials all complete as per specifications , drawings and instruction of enginner in charge , supply and fixing in position single piece concealed cistern ( front or top ) actuation with floor mounting frame for wall hung western closets of jaquar make ( model no: jcs wht 2431fs ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position wall hung water closet of size note less than 345x495x365mm including soft close slim cover seat ( model no: aria ars wht 39953biufsm of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position flat back urinal of size not less than 345x320x610 mm ( model no:urs wht 13257of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position counter top wash basin of size not less than 635 x 415 x 190mm mm ( model no:ars wht 39601of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position two way bib cock of 15mm dia with wall flange ( model no:ari chr 39041of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing health faucet with 8mm dia, 1.2 meter long flexible tube & wall hook with n.r.v ( back flow preventer ) ( model no: ald chr 577 of jaquar brand ) or equivalent, including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position pillar cock ( wash basin mixer ) of 15mm dia with wall flange ( model no:opp chr 15011bpm of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position control flush plate for concealed cistern ( model no:jcp chr 392415 of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position angular stop cock ( chrome ) of 15mm dia ( model no: kup chr 35053pm of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position urinal partition of size not less than 900mm height and 450mm width made of frosted 8mm thick glass ( model no:jse chr 810us450x of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position toilet roll holder, chrome plated ( model no:aqn chr 7751 of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position double hook holder , chrome plated ( model no:akp chr 35761p of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position liquid soap dispenser with glass bottle, chrome plated ( model no:akp chr 35735p of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position touch free infrared stainless steel ( 304 ) hand dryer of capacity not less than 1150w ( model no:hdr ssf ak2803d of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position round flange towel ring round, chrome plated ( model no:acn chr 1121bn of jaquar brand ) or equivalent , including all accessories and labour charges etc complete as per directions of engineer in charge. , supply and fixing in position bevelled edge mirror of size 2m ( w ) x 0.9m ( ht ) including all accessories and labour charges etc complete as per directions of engineer in charge. , electrical works , dismantling of ceiling fans / wall mouted fans and exhaust fans along with shutter, frame etc without damage and returning it to store or any toher place or site as directed by eic all complete with labours, materials including dismantling of supports if any type, down rods, other accessories as per directions of engineer in charge. , dismanlting and shifting of split ac of 1.5tr / 2tr capacity including indoor and outdoor unit, refrigeranttubing etc complete to new location or to site as directed by eic with all tools, tackles, lbaour cost etc complete , supplying and fixing 25mmpvc conduit along with accessories in recess including cutting the wall and making good te same, in case of recessed, conduit as required, quoted price shall be inclusive of all tools, tackles, accessories, labour cost all complete as per directions of engineer in charge. , supplying and fixing 40mmpvc conduit along with accessories in recess including cutting the wall and making good te same, in case of recessed, conduit as required, quoted price shall be inclusive of all tools, tackles, accessories, labour cost all complete as per directions of engineer in charge. , supplying, fixing 6 amps 1 way sp 1 module switches of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying, fixing 16 amps 1 way sp 1 module switches of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying, fixing 6 amps 2 / 3 pins combined 2 module shuttered socket of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying, fixing 16 amps 3 pins 3 module switch socket of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying, fixing 2 pins 1 module telephone socket of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying, fixing rj 45 utp category 6 2 module information outlet of reputed brand like legrand, gm modular, anchor, havells etc with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 6 module white cover plate with frame formosaic accessoriesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 8 module white cover plate with frame formosaic accessoriesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 12 module white cover plate with frame formosaic accessoriesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 6 module metal flush boxesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 8 module metal flush boxesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and fixing of 12 module metal flush boxesof reputed brand like legrand, gm modular, anchor, havells with all fittings, tools, tackles and labours etc complete as per specifications and directions of engineer in charge. , supplying and laying copper light plug point wiring in recessed pvc conduits ( 2 x 1.5sqmm ) , frls pvc insulated, single core cable of reputed brands like havells, polycabs, finolex etc with all fittings, accessories, scaffoldings, ceiling height working platform , labour charges etc complete as per specifications and directions of eic , supplying and laying copper light plug point wiring in recessed pvc conduits ( 2 x 2.5sqmm + 1x 2.5 sq.mm eacrth ) , frls pvc insulated, single core cable of reputed brands like havells, polycabs, finolex etc with all fittings, accessories, scaffoldings, ceiling height working platform , labour charges etc complete as per specifications and directions of eic , supplying and laying copper light plug point wiring in recessed pvc conduits for air conditioning units ( 2 x 10sqmm + 2x 6 sq.mm eacrth ) , frls pvc insulated, single core cable of reputed brands like havells, polycabs, finolex etc with all fittings, accessories, scaffoldings, ceiling height working platform , labour charges etc complete as per specifications and directions of eic , supplying and laying of 0.7mm dia telephone cable, confirming to isd s / ws 113c, g / wir 06 / 02 s / ws 114 specifications in existing pvc conduit including all fittings, fixtures, accessories, labour cost all complete as per specifications and directions of engineer in charge. , supply and fixing of 16 way mcb distribution boards with ip 30 protection , single pole and neutral sheet steel, 240volts, on surface, recess with tinned copper busbar, neutral link, earth bar, detachable gland plate, interconnections as per is 8623, is 13032, iec 61439 3 and as directed by eic , supplying and fixing b curve mcb for lighting of rating 240volts, 50hz, 10ka, b curve, miniature circuit breaker confirming to is 8828:19 of reputed make like legard / havells / finolex / schneider / abb single pole in the mcb board complete with connection, testing and commissioning as per specificaitons and directions of eic , supply, installation, testing and commissioning of wall mounted fans of 450mm sweep of reputed brands like bajaj / crompton greaves / khaitan / usha make only including supplying and fixing of the electronic regulators with all the necessary supports with all fittings, fixtures, accessories, labour cost all complete as per directions of eic. , supply, installation, testing and commissioning of single phase fresh air with louveres shutter exhaustfans of 300mm sweep of reputed brands like bajaj / crompton greaves / khaitan / usha make only with all fittings, fixtures, accessories, labour cost all complete as per directions of eic. , supply, installation, testing and commissioning of led cove lights, each strip of 5m length ( 6w / metre ) ofbrands like philips , havells, wipro, crompton etc , 500 1000 lumen per metre, with drivers, all fittings, fixtures, accessories, labour cost all complete as per directions of eic. , supply and installation of u shaped track for laying led cove lights ( 5m each ) as directed by eic , supply, installation, testing and commission of led recessed mounted lights, 45w, 3000 lm, ( ugr<19 ) , 2x2ft, fully diffused luminaire all fittings, fixtures, accessories, labour cost all complete as per directions of eic. , supply, installation, testing and commission of led recessed mounted lights, 7w, 300 lm, 15cm x 15cm square or 15cm circular in shape, fully diffused luminaire all fittings, fixtures, accessories, labour cost all complete as per directions of eic. , supply, installation, testing and commission of led wall light ( philips modelno: 31403 muziris or equivalent ) 12w, with all fittings, fixtures, accessories, labour cost all complete as per directions of eic. => limited...

Department Of Atomic Energy - Tamil Nadu

33661930 bids are invited for custom bid for services maintenance of lawns gardens and plantations at township item no 1 watering existing and new lawns with sprinklers manually as per boq and scope of work with scheduled quantities are 14674400 sq meter , custom bid for services item no 2 weeding the lawns flowerbeds and footpaths as per boq and scope of work with scheduled quantities are 677280 sq meter , custom bid for services item no 3 rolling moving hoeing and cutting the lawns as per boq and scope of work with scheduled quantities are 348640 sq meter , custom bid for services item no 4 maintenance of plants as per boq and scope of work with scheduled quantities are 20304 each per month , custom bid for services item no 5 maintenance of hedges or shrubs upto 150 to 500 mm as per boq and scope of work with scheduled quantities are 179148 rm per month , custom bid for services item no 6 maintenance of designed casorina hedges as per boq and scope of work with scheduled quantities are 13536 rm per month , custom bid for services item no 7 plant with cemented flower pots as per boq and scope of work with scheduled quantities are 4932 each per month , custom bid for services item no 8 supplying dap as per boq and scope of work with scheduled quantities are 4160 kg , custom bid for services item no 9 supplying urea as per boq and scope of work with scheduled quantities are 2080 kg , custom bid for services item no 10 supplying neem cake as per boq and scope of work with scheduled quantities are 8000 kg , custom bid for services item no 11 supply and providing of coco peat for lawn and plantation as per boq and scope of work with scheduled quantities are 6000 kg , custom bid for services item no 12 supply of pesticides of monopotophos as per boq and scope of work with scheduled quantities are 232 litres , custom bid for services item no 13 trimming the tree as per boq and scope of work with scheduled quantities are 6000 each per month , custom bid for services item no 14 cutting the trees of girth up to 300 mm girth as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 15 cutting the trees of girth up to 450 mm girth as per boq and scope of work with scheduled quantities are 75 no , custom bid for services item no 16 cutting the trees of girth up to 600 services item no 16 cutting the trees of girth up to 600 mm girth as per boq and scope of work with scheduled quantities are 25 no , custom bid for services item no 17 cutting the trees of girth up to 1000 mm girth as per boq and scope of work with scheduled quantities are 25 no , custom bid for services item no 18 clearing grass along with small bushes as per boq and scope of work with scheduled quantities are 41000 sqmeter , custom bid for services item no 19 development of lawns in new areas as per boq and scope of work with scheduled quantities are 10000 sqmeter , custom bid for services item no 20 providing and planting approved hedges and maintaining as per boq and scope of work with scheduled quantities are 2400 meter , custom bid for services item no 21 supplying and planting fruit bearing trees as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 22 supplying and planting flowering plants as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 23 supplying and planting medicine plants as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 24 supplying and planting foxtail palm or rayal palm or areca palm as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 25 supplying and plantingbamboo tree as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 26 providing laying fixing in position approved pvc pipes supply 20mm dia as per boq and scope of work with scheduled quantities are 100 meter , custom bid for services item no 27 fixing 20mm dia as per boq and scope of work with scheduled quantities are 100 meter , custom bid for services item no 28 pvc pipes 25mm dia supply as per boq and scope of work with scheduled quantities are 200 meter , custom bid for services item no 29 fixing 25mm dia as per boq and scope of work with scheduled quantities are 200 meter , custom bid for services item no 30 pvc pipes 40mm dia supply as per boq and scope of work with scheduled quantities are 2200 meter , custom bid for services item no 31 fixing 40mm dia as per boq and scope of work with scheduled quantities are 2200 meter , custom bid for services item no 32 pvc pipes 50mm dia supply as per boq and scope of work with scheduled quantities are 600 meter , custom bid for services item no 33 fixing 50mm dia as per boq and scope of work with scheduled quantities are 600 meter , custom bid for services item no 34 supply and fixing of 20mm dia pvc pop up sprinklers as per boq and scope of work with scheduled quantities are 500 each , custom bid for services item no 35 providing and fixing 40 mm dia pvc valve as per boq and scope of work with scheduled quantities are 70 each , custom bid for services item no 36 providing and fixing 50 mm dia pvc valve as per boq and scope of work with scheduled quantities are 20 each , custom bid for services item no 37 earth work excavation as per boq and scope of work with scheduled quantities are 700 cu meter...

Chennai Petroleum Corporation Limited - Tamil Nadu

33399551 construction of anganwadi building at tiruvottiyur under corporate environment responsibility (cer) of cpcl construction of anganwadi building at tiruvottiyur under corporate environment responsibility (cer) of cpcl , part a civil works , earth work in excavationinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means (hydraulic excavators)/manually for depth upto 1.5m,including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lineslikewater pipes, electric under ground cablesetc. if any all complete as per the specifications and directions of engineer in charge. , same as item no: 20 above, but for depth beyond 1.5m and upto 3.0m. , backfilling after execution of the work to the proper grade and level with selected approved available excavated soil fromsoil heaps within a lead of 100m,including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods/mechanical compactors, dressing, trimming etc. in foundations, plinths, etc.all complete as per directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the corporation/municipality designated area up to a lead of 7km including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , supplying and filling m sand of specified quality underfootings,pedestal etc. for all depthsincluding the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , supplying and filling approved quarry dust of specified quality under floors, plinths, etc. for all depthsincluding the cost of quarry dust, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete (pcc) 1:4:8 with 40mm & down size graded aggregate for levelling course/fill under footings,pedestal etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting,in any shape, level, thickness, position and finishing the surface smooth/rough etc., complete as directed by engineer in charge. , providing&laying dry rubble soling (hard core) with 20 to 40 mm size metal, under foundations/ ground floor slab (grade slab) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg/cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg/cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures,labour charges, tools and tackles,providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (excluding the cost of reinforcement, shuttering), etc. all complete as specified,and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc.,keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge(swg) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 (1 cement:5 coarse sand)for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size,embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 (1 cement:5 coarse sand)for allheightsincluding the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size,embedding the fittings,curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 (1 cement : 4coarse sand) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 (1cement:4 fine sand by volume) onbrick masonry/ concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 12mm thick cement plasterin cement mortar 1:4 (1cement:4 fine sand by volume) onbrickmasonry, concrete surfacesincluding preparation of base, cleaning, chipping, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles,material costs etc. as per specifications and asdirected by the engineer in charge. , providing 6mm thick cement plaster in cement mortar 1:3 (1cement:3 fine sand by volume) on roof ceilings, concretesurfaces including preparation of base, cleaning, chipping, packing of electrical works,scaffolding, finishing, curing etc.for all heights complete with all labour charges,material costs,tools and tackles etc.as per specifications and as directed by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades/coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty(as per manufacturers recommendations)sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , providing and applyingweather proof textured exterior paint on rcc /brick walls / plastered surface etc. of asian ,nerolac,berger or any other equivalent approved make, one coat of primer andtwo or more coats (to give a smooth and even shade)of anti fungal, water proof, anti flakingweather proof paintof approved quality and shade including painting cartoon characters/kid friendly images in the elevation as per requirement etc.this alsoincludesnecessaryscaffolding, cleaning and surface preparation, preparation consisting of application of plaster of paris punning over entire surface,filling all holes and depressions with plaster of paris, applying a coat of primer, two or more coats of oil/water based putty(as per manufacturers recommendations) sand papering etc., all complete as per specification and as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square/round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections/ compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening/bending if required, edge preparation,cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level,including preparing the surface for painting,surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows:(a) applying inorganic zinc silicate coat 75 micron dft(b) two coats of epoxy primer paint 75 micron dft each(c) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying of premium quality glazed/matt finish vitrified tiles of size 800x800of kajariaor approved equivalent, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste/grout mixed with colour pigments matching the shade of tiles,4skirting all around as per drawing ,along with material costs,tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge as per drawing. , providing and laying of premium quality antiskid ceramic tiles of size 300x300 ofapproved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste/grout mixed with colour pigments matching the shade of tiles, with material costs,tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge. , providingand laying coloured glazed ceramic tiles for wall/dado(grade i quality), ofapproved make & shade including 20 mm thick cementbedding c.m. 1:3, pvc beading with matching colour, pointing and finishing exposed joints with white cement/matching colour pigment,etc., including cleaning the finished surface, all complete with material costs, tools and tackles, stagings labour charges as perspecifications and as directed by engineer in charge. , providing and fixing in position two track two panel sliding upvc windows (with clear 5mm thick glass), white in colour including all fixtures, fastenings, sliding system, sliding handle with flush lock, epdm gaskets, wool pile etc., making recesses in brick/concrete surfaces and making good the same after fixing all complete as per directions of engineer in charge. , providing and fixing bright finished brass 100mm mortice latch and lock isi marked with four levers and a pair of polished stainless steel decorative handles(size of handles to match the door size) with necessary screws etc. complete (best make of approved quality) as specified by engineer in charge. , providing and fixing solid sheet vinyl wall paper of minimum 150gsm , embossed with textured effect pasted to wall using flake adhesive to be fixed on to the walls/partitions neatly with out shrinkage and bubbles and should have seamless joints. the design , shade and colourshall be as directed by engineer in charge. , providing and fixing isi marked, overall 30mm thickblock board flush door shutters of kutty or approved equivalent decorative type, consisting of solid core block board bonded with phenol formaldehyde synthetic resin and faced on one side with decorative1mm thick laminate and another side with water proof laminate of archidply or approved equivalentincluding providing and fixingt type second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300mm max., providing and fixing 125mm long stainless steel butt hinges [for each shutter (vertical spacing not exceeding 600mm) including providing wooden filler/sealer, stainless steel lock with status indicator, teak wood lipping, aluminium butt hinges, 3mm thick anodised(anodic coating not less than15 microns) aluminium kicking plate fixed with screws for entire door width on either side of door for a height of 600mm, fixing with door frame,door bush, finishing etc . all complete as directed by engineer in charge. , providing and fixingsecond class teak wooden framesfor doors, windows, ventilators,cupboards etc. for all heights including all labours, tools, tackles, cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry/rcc by means of 300mm x 25mm x 6mm thick m.s. hold fasts screwed to frame @ 600mm max vertically and grouted with 1:2:4concrete by volume in min. 350mm x 100mmx100mm sized hole made in masonry/96mm long, 12mm dia m.s. dash fastner, painting with two coats of approved shade and make (ici or equivalent) synthetic enamel paint over appoved quality primer coat, finishing etc. all complete as dirercted by engineer in charge. , supplying and fixing30 mm thick wpc door shutter withframe including towerbolts on either sides,handlesincluding metal hinges and all other fittingsetc. complete as per directions of engineer in charge. , providing & laying to required slope cement concrete screed of mix 1:1.5:3 (1 cement : 1.5 coarse sand: 3 coarse aggregates 12.5mm and down graded aggregates) using 53 grade opc inroof terrace etc. laid to required slope and thickness & inclusive of curing/pond curing, brooming with wire brush, finishingetc.all labours, tools and tackles complete as per drawing, specification & as directed by engineer in charge. , providing and laying water proofing membrane to roof of atactic poly propylene (app) with non woven polyster reinforcement having thin poly ethylene foil of approved quality inculding cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturers specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. (the thickness of atactic poly propylene (app) membrane to be considered as 4.0mm) , providing and fixing in positionstainless steel kitchen sink single bowl with drain board glossy finish folded edge of nirali elegance ultra or approved equivalent make of bowl size 510mmx 410mmx 200mm made of min stainless steel sheetsupported onm.s. brackets, supply, fixing ofm.s.brackets, fasteners, sinkcock (quarter turn range) of parryware agate or approved equivalent, c.p. angle valve of parry ware, c.p. brass waste, pvc drain pipewith heavy bottle trap of parry ware or approved equivalent make, inlet pipe, drain pipe , rubber plug, connections to floor trap with unions and all accessories as required to complete including cutting and making good the walls where ever required, painting all exposed metallic surfaces with two coats of approved shade and quality synthetic enamel paint over an approved quality priming of red oxide zinc chromate, making good of all damaged work, finishing etc., all complete as directed by engineer in charge. , providing and fixing 18mm thick machine cut, mirror polished, premoulded and pre polished machine cut granite for platformsof approved qualityfor wash basin/ vanity counters,pantry etc.of required size of approved shade, colour, and texture laid 20mm thick base cement mortar 1:4 (1 cement:4 m sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including machine polishing to edge to give high gloss finish, providing machine cut opening for fixing wash basin, rubbing, curing, moulding & nosing etc. complete at all levels as directed by engineer in charge. , providing & fixing white floor mounted european water closet (ewc) with dual flush cistern of parry ware petitieor approved equivalent make including cistern, cistern lid, antimicrobial seat cover with lid, fitting,slim line health faucet with hose & hook,bibcock andother standard accessories, all fittings and fixturesincluding cutting walls/ floors making good of same, making inlet/outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing & fixing white floor mounted kidseuropean water closet single piece suit (including closet,flushing cistern,soft close seat cover and all fittings)of parryware kids c8941 or approved equivalent make including all fittings,slim line health faucet with hose & hook, bibcock and other standard accessories, all fittings and fixturesincluding cutting walls/ floor, making good of same,making inlet/outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing and fixing white glazed earthenware china kids wash basin with pedestal of make parryware make c8943 or approved equivalent of 530x290x520 mm sizeincluding approved cast iron/ms brackets , one 15mm dia. cp brass pillar cock, rubber plug with cp brass, 32mm cp waste fitting of standard pattern pipe with 32mm dia. pvc pipe with bottle trap, cutting wall, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint overred oxide zinc chromate(approved quality) making all connections, finishing etc. all complete as directed by engineer in charge. , providing and fixing white glazed earthenware china wash basin of make parryware/hindware with antisplash rims on 3 sides of 550x450mm sizeincluding approved cast iron/ms brackets , one 15mm dia. cp brass pillar cock, rubber plug with cp brass, 32mm cp waste fitting of standard pattern pipe with 32mm dia. pvc pipe with bottle trap, cutting wall, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint overred oxide zinc chromate(approved quality) making all connections, finishing etc. all complete as directed by engineer in charge. , providing and fixingmirror of superior glass of parryware or approved equivalent complete with cp brass screws, fastners and washers complete as directed by engineer in charge. , providing and fixing600 mm long cp rodtowel rail of parry ware make or approved equivalent complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour all complete as specified by engineer in charge. , providing and fixing c.p. brass shower rose 100mm diameter with 15 to 20mm inlet of parryware or equivalent approved including 230mm shower arm, making inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing of cp brass twin robe hook of parryware/approved equivalent including fixing the coat hook including drilling holes on plastered/tiled wall and doors fixing the coat hook with cp screws including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , providing and fixing15 mm nominal outer dia. & sdr11 chlorinated poly vinyl chloride(cpvc) pipes (exposed on wall) , of approved equivalent make having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings & accessories including fixing the pipe with clamps at 1m spacing. this includes jointing of pipes & fittings with one step cpvc solvent and testing of joints complete as per directions of engineer in charge. , same as sl. no: 450 above, but for 20mm nominal outer dia. pipes , same as sl. no: 450 above, but for 50mm nominal outer dia. pipes , providing and fixing 80mm dia. nominal boreunplasticised rigidpvc(upvc pipe) sch. 40 water line pipes (concealed pipeline) conforming to is: 13592 type a including jointing with seal ring conforming to is: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings /accessories etc.all complete as per specifications and as directed by engineer in charge. , same as sl. no. 480 above, but for 100mm dia. nominal bore pipes. , same as sl. no. 480 above, but for 150mm dia. nominal bore pipes. , providing and fixing 150 mm dia. rigid pvc rain water pipeswith ms holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg/ sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing100 mm dia.rigidpvc pipes with pressure rating of 4 kg/ sq.cm of approved brand including all fixtures as vent pipe for septic tank, machine welded, rubber ring jointsusing approved lubricant, making hole in the slaband restoring the same to the original condition including provision of cowl in the septic tank vent pipe etc. complete as per specifications and directions of engineer in charge. , providing and fixing two way bibcock single lever range with flange of parryware or equivalent approved 15mm nominal bore cp including fixingand connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal bore brass bibcock including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal borebrass angle valve including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing 50 mm nominal bore gun metal gate valve (lever type) lever of approved quality including all fittings etc. complete as directed by engineer in charge. , supplying and laying custom (prefabricated) pvc floor sumps/ floor traps fabricated out of 110mm dia. 6 kg/cm2 class pvc pipes with inlet and outlets from 40mm upto 75mm, including providing water seal, fixing to a perfect level, laying cement concrete in 1:3:6 mix cp/pvc colour grating with frame at 4mm below finished floor level making holes in masonry or concrete cutting surfaces conveying all dismantled portions and clearing the site,making leak proof joint and testing, etc. complete and as directed by engineer in charge. , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate(20mm & down size) withopc 53 grade cementfor shelves in kitchen and store room, storm water drain and septic tank cover slabs for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks,levelling, aligning and fixing/laying in position, all complete (excluding cost of reinforcement) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supply and installation of cylindrical triple layer white virgin plastic storage tank of capacity 1000 litres of sintex or approved equivalent onground floor roof with lid and making necessary cutout /holes for inlet, outlet and overflow pipes, necessary connections and sealing all joints properly,all complete. including, fixing, transportation to work site all complete as per drawings and directions of engineer in charge. , demolishingthe existing building in the location approx.120sq.m (taking all necessary safety precautions) for allheights and depths above plinth level including dismantling of flooring, fixtures, doors, windows, brickwork,columns,truss,purlin, structural steel items etc. all complete as directed by engineer in charge. this includes demolishing foundation including raft and underlying layers.all unserviceable material should be disposed atcorporation/municipality designated area upto a lead of 7kmas directed by the engineer in charge. all serviceable materials shall be the property of contractor. , supply of unskilled labourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. the quoted rate should include mobilization, operator crews/driver /assistant cost,tools, tackles etc., as directed by the engineer in charge. , part b electrical works , supply and laying of pvc wires: the scope of work includes supply of following size of pvc insulated, copper conductor and laying in the existing surface / recessed, pvc / steel conduit / pvc casing and capping as required including connection in fans, switches, light fitting, sockets etc, as per the specifications of this tender and directions of engineer in charge. note: only isi marked cables shall be used. , 1.5 sq.mm , 2.5 sq.mm , 4 sq.mm , 6 sq.mm , supply and laying of pvc conduits: the scope of work includes supply and laying of following size of pvc conduit along with the accessories to be used for installation in surface/concealed as required, as per the specifications of this tender and directions of engineer in charge. note: only isi marked conduits shall be used. , upto 25 mm , earth pit: the scope of work includes supply , installation , testing and commissioning ofearth pitwith 65 mm dia 3000 mm longearth electrodes , complete wih all necessarymaterialsincludingexcavation of earth pit , fillingwith charcoaland salt, back filling , providing cement (concrete) slab for earth pits, paintingand markingof earth pit nosand connectionsincluding all labour and materialsand as per the specifications of this tender and directions of engineer in charge , earth flat / wire: the scope of work includes supply, installation and connection of following gi earthing strips along the cable trenches or cable trays or fixing to walls or structures and for connecting equipments to the plant grid including welding at joints, providing anti corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connection etc., including all labour and materials, as per approved drawings, specification of this tender and direction of engineer in charge. , 40 x 6 gi earth flat , 8 swg wire for earthing , supply and installation ofswitch & sockets: the scope of work includes supply of the below mentioned switch & sockets as per the specifications of this tender and directions of engineer in charge. , supply and installation of 5/6 amps socket outlet , supply and installation of 5/6 amps switch , supply and installation of 16 amps socket with switch , wall mounted bulb holder with led lamp:the scope of work includes supply and fixing of wall mounted bulb holder along with min 15 w led lamp and other related accessories as per the directions of engineer in charge , tube light fitting: the scope of work includes supply and fixing of led l.fixt elite pride plus 18 w 6500 k1, cool daylight (cdl), decorative slim linear 4’ led batten fittings with bulb of havells catalogue or equivalent ,including civil work (if any) required for installation, all complete with labour and materials, as per the specifications of this tender and directions of engineer in charge. , supply and fixing of module box:supply and fixing of plastic/metal boxes of following sizes with all accessories including necesssary base frame plates/ mounting , cover plates, etc.,suitable for fixing decorative switches of type roma or equivalent make in havells/siemens/anchor/l&t , 1 or 2 module box , 4 module box , 6 module box , 8 module box , 12 module box , ceiling fan: the scope of work includes supply, installation, testing and commissioning of 1200mm sweep ceiling fan ofbajaj / crompton greaves / khaitan / usha / havells make of following sweep withceiling fan and regulator, including wiring the down rod of standard length (upto 30 cm) with 1.5 sqmm, pvc insulated, copper conductor, single core cable etc., as required,, as per the specifications of this tender and directions of engineer in charge. , supply and installation of 12 way db:the scope of work includes supplyand installation of 12 way db with 40 a mcb, 40 a rccb and 8 nos of 10 a mcb as per the specification of this tender and directions of engineer in charge. this shall be inclusive of all mcb and rccb => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

33146195 renovation works in leb control room in manali refinery of cpcl renovation works in leb control room in manali refinery of cpcl , earth work in excavationinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, manually for depth upto 1.5m under floors,including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lines electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area outside the refinery premises up to a lead of 7km (vaikkadu village) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , supplying and filling m sand of specified quality underfootings, etc. for all depthsincluding the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete (pcc) 1:4:8 with 40mm & down size graded aggregate for levelling course/fill under flooring etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting,in any shape, level, thickness, position and finishing the surface smooth/rough etc., complete as directed by engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg/cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level ,under flooring etc. including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg/cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures,labour charges, tools and tackles,providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (excluding the cost of reinforcement, shuttering), etc. all complete as specified,and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc.,keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge(swg) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 (1 cement:5 coarse sand)for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size,embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 (1 cement:5 coarse sand)for allheightsincluding the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size,embedding the fittings,curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 (1 cement : 4coarse sand) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 (1cement:4 fine sand by volume) onbrick masonry/ concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades/coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty(as per manufacturers recommendations)sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square/round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections/ compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening/bending if required, edge preparation,cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level,including preparing the surface for painting,surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows:(a) applying inorganic zinc silicate coat 75 micron dft(b) two coats of epoxy primer paint 75 micron dft each(c) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying of premium quality glazed vitrified tiles of size 800x800of kajariaor approved equivalent, decorative type of tiles, approved make using tile adhesive over the existing flooring/ bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste/grout mixed with colour pigments matching the shade of tiles,4skirting all around as per drawing as directed by eic ,along with material costs,tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge as per drawing. , providing and fixing tiled false ceiling celotex pin mineral fiber ceilings of size 595x595mm in true horizontal level suspended on interlockingsaint gobaingyproc matrix 32 metal grid of hot dip galvanised steel section (galvanised at 120 gms/sq.m both sides inclusive) consisiting of3600mm longmain t runner size 24x32mm and 0.30mm thick 1200mm long cross t of size 24x25 mm and 0.30 mm thick 600mm secondary cross t of size 24x25mm and 0.30mm thick andppgi wall angle of size 24x24 mm and 0.4 mm thick. bottom exposed capping ofwidth 24 mm of all t sections shall be of 0.25 mm thick ppgi. wall angle is fixed along the perimeters of the celing to walls, partitions or columns etc with rawl plugs and wooden screws at 300 mm centers. main t runners are then suspended from ceiling using gi slottedcleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12 mm dia and 38mm long dash fasteners,4mm gi adjustable rods with galvanized butterly level clips of size 85 x 30 x 0.8 mm spaced at max 1200mm c/c along main t and not more than 150mm from spliced joints.the last hanger at the end of each main runner should not be greater than 600mm from the adjacent wall.then 1200mm long cross t is interlocked between the main t at 600mm c/c to form a grid of 1200x600mm and then secondary cross t of length 600mm is then interlocked at the middle of the 1200x600mm grid to form grid of 600x600mm.cross tees at the ends having length more than 600mm are to be supported independently .finally the tiles are placed in this grid.the work is to be executed all complete at all elevations including material costs,labour,tools and tackles as directed by engineer in charge. , providing and fixing aluminium work for fixed portion of aluminium doors, windows, ventilators and partitions made from powder coated aluminium (minimum thickness of powder coating 50 micron)with extruded built up standard tubular sections/ appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/ neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p.brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. , same as sl.no: 190 above, butfor shutter of doors, windows & ventilators( including fittings as per requirement) made from powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required. , providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge. , providing and fixing 12mm thick prelaminated particle board with decorative lamination on one side and balancing lamination on other side; flat pressed three layer or graded wood particle board, in panelling fixed in aluminium doors, windows ,shutters and partition frames with chromium platted(cp) brass / stainless steel screws etc. complete as perdirections of engineer in charge. , providing and fixingaluminium extruded section body tubular type universal hydraulic door closer of everest/ dyna/ universal or any other equivalent approved make with double speed adjustment with necessaryaccessories and screws with all labour charges,tools & tackles etc. all completeas directed by engineer in charge. , false flooring: providing and installing/ fixing in position 600mm 1000mm high truly levelled and aligned cavity/ false flooring system having load bearing capacity of uniformly distributed load of minimum 2025 kg/ sq.m. and point load of 675 kg., the system consisting of:(i) sub structure/ pedestal assembly (designed for speedy assembly/ removal for relocation/ maintenance)of zinc electro plated steel comprising of: a. 90mm x 90mm x 4mm embossed pedestal head attachment mechanically riveted to a 90mm long,minimum 19mm dia threaded bright m.s. rod stud with check nuts for level adjustment (for upto 25mm) and arresting vertical movement, anti vibrational pvc cap (for panel and stringer location), b. crca (electrical resistant welded) pedestal of 32mm dia (od), 2mm thick pipe mechanically reduced to four ribs at top to accommodate head assembly, mechanically locked to maintain true plumb welded to pedestal base plate. c. pedestal base plate 150mm x 150mm x 4mm thick (with stiffening folds) fixed/ anchored to main concrete floor @ 600mm c/c both ways (for installing flooring tiles) by means of adhesive or fastener as recommended by manufacturer. (ii) stringers of minimum sectional size 20mm x 32mm x 1.2mm made of hot dip galvanized steel cold rolled construction with ribs embossed on 3 sides (designed for strength, lateral stability, rolling loads and to support panels on all four sides for alignment), having counter sunk holes at both ends for fixing to pedestal head assembly with m6 machine screws. (iii) removable and re usable floor panels of size 600mm x 600mm made of all steel welded construction (cleaned, degreased and phosphated with 11 tank process, finished with 40 60 micron epoxy coating (and, heated to achieve adhesion to the panel surface and corrosion resistance) with bottom surface consisting of multiple hemispherical and reverse cones and top plain sheet (fuse welded at 129 locations) to form an enclosed panel of an overall depth 37mm; the inner empty core of the panel injected with light weight fire retardant, noncombustible cementitious compound (at high pressure to fill all crevices of the panel), each panel finished on topwith2mm thick anti static pvc tiles conforming to bs : 2050, table 2, is 3461/3462 in approved design/ shade/ texture ; fixed to flooring panel by means of approved adhesive; the edges of the finished panels provided with conductive pvc edge trim 5mm wide on all sides (mechanically locked and sealed in place). the item also includes:i) providing and fixing all accessories like screws, bolts, adhesive etc. as per manufacturers specifications. ii) making necessary adjustment in grid dimensions,stringer lengths, floor panel dimensions etc. at ends or centre (to cater to specific room sizes) or at panels locations, as required. iii) cutting of floor panels as required at ends.iv) treating the underneathfloor with one component polyurethane floor coating etc. all complete.v) providing additional steel structural supports/ pedestal assembly at edges, cut outs etc. as required.vi) providing all necessary accessories such as outlet boxes, grommets, panel lifters (at least one for each building) as required etc. all complete. , making necessary openings of 100 mm diameter in rccwallsusing core cutting method, including supply of all tools and tackles necessary arrangements etc., cutting lapping /welding of reinforcement bars as directed by engineer in charge. , same as item no.250 above, but for 150 mm dia.opening , same as item no.250 above, but for 200 mm dia.opening. , making cut outs in rcc slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration less spark free mechanical means like corecutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles,necessary scaffolding etc. cutting of reinforcement bars,disposal of unserviceable material wihtin the refinery premises upto a lead of 3km , plastering & finishing the cut surfaces, all complete as specified and directed by the engineer in charge (measurement on plan/elevation area basis). , chipping of rcc work (taking all necessary safety precaution) by chiselling for thickness more than 100mm for all heights & depthsincluding supply of all tools & tackles, scaffolding, propping, underpinning,etc. exposing, cutting, lapping/welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps within the refinery premises upto a lead of 3km, all complete as specified and directed by engineer in charge. , demolishing reinforced cement concrete (taking all necessary safety precautions)manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours,necessary scaffolding, propping, underpinning, cleaning and including,cutting, straightening, scrapping of rebars and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing plain cement concrete (taking all necessary safety precautions)manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing brick masonry work in lime or cement mortar (taking all necessary safety precautions) for existing wall inside control room including the wall panelling all complete,manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , demolishing of gypsum/pop/tiled/thermocol false ceiling (taking all necessary safety precautions) for all heights above floor level including supply of all labours,tools & tackles, providing necessary scaffolding, propping, underpinning, temporary supports etc.,as per the instruction of engineer in charge, cleaning and stacking of serviceable material like aluminium frames at destined location /cpcl storage yardwithin the refinery area and disposal of unserviceable material atdesignated place upto 3 km lead within the refinery premises as per specification and directions of engineer in charge. , demolishing of tile work in floors & walls laid in cement mortar for thickness upto 25mm (taking all necessary safety precautions)manually / by mechanical means including removal of vinyl flooring,supply of all tools and tackles, propping, underpinning, cleaning the siteand disposal of unserviceable materialatdesignated place upto3 km lead within the refinery premises as per specification and directions of engineer in charge. , dismantling doors, windows,ventilators,partitions (aluminium/steel/wood etc.)including removing frame, shutterschowkhats, architrave, holdfasts,tiles etc. all complete including supply of all tools & tackles,stacking material, transporting, loading & unloading and handing overto scrap yard/stores within refinery premisesas specified and directed by the engineer in charge. , repairs to existing rcc beams, columns & slab including chipping and dismantling & removing of loose particles applying cement paste, raking out joints, applying epoxy resin for bonding fresh cocrete to old concerete, filling void portionwith concrete 1:1:5:3 concrete (1cement:1.5 m sand :3 stone agrregates 12mm size) making good as same, including formwork, curing, staging, working platforms labours, tool and tackles all complete as per specifications and directions of engineer in charge. , supply of unskilled labourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

32941233 construction of storm water drain in manali refinery of cpcl construction of storm water drain in manali refinery of cpcl , cutting & clearing the areaof grass,rank,vegetation,wild growth bushes,trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of engineer in charge and collecting all cut grass, vegetation etc and disposing it atdesignated place within a lead of 100m, with all tools, labour etc. complete as per specifications and directions of engineer in charge. , earthwork in excavationinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means(hydraulic excavators) / manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes,sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , sameassl. no. 20 abovebutfor depths beyond 1.5m upto 3.0m. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area outside the refinery premises up to a lead of 7km (vaikkadu village) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , backfilling after execution of the work toproper grade and level with selected materials from available excavated soil fromsoil heaps within a lead of 100m,including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm,watering, rolling and ramming by manual methods/mechanical compactors , dressing, trimming etc. in foundations, plinths,pits etc.all complete as per directions of engineer in charge. , supplying and filling approved m sand of specified quality under floors, plinths, foundations etc. for all depthsincluding the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying plain cement concrete (pcc)1:4:8 by volume(1cement : 4 m sand:8 coarse aggregate) with opc 53 grade and 40mm & down size graded crushed stone aggregates for all depths wherever required like in foundations, fillings ,floors,pavements & ramps or any other works etc., including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete including cement cost etc, all complete as directed by engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg/cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), etc. all complete as specified and directed by engineer in charge. , providing,fixing formwork including centering, shuttering ,strutting and propping in sub structure at all depths wherever required including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labour, consumables etc.(form work shall be supplied by the contractor and shall remain the property of the contractor) , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 (1 cement:1.5 m sand: 3 graded stone aggregate withopc 53 grade,minimum cement content of 400kg/cu.m and 20mm & down size graded crushed stone aggregates)for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks,levelling, aligning and fixing/laying in position using crane, breaking brickwork and /or concrete surfaces and making good the same etc. all complete (excluding cost of reinforcement) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supplying, fabricating and placing in position high strength deformed steel bar reinforcement(conforming to is 1786, grade fe500) for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge(swg) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, welding spacers, lifting hooks etc for all heights & depths etc. removing of scraps from site, all complete as directed by engineer in charge. , providing and laying reinforced np3 class (medium duty) rcc hume pipe of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement: 2m sand)for road crossing etc.including cutting, lowering, laying in position, with proper level, slope , testing of joints etc. as per specifications and directed by engineer in charge. , demolishing pcc work (taking all necessary safety precautions)manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises (vaikkadu village) as per specification and directions of engineer in charge. , demolishing rcc work (taking all necessary safety precautions)manually / by mechanical means for all depth and height belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises (vaikkadu village) as per specification and directions of engineer in charge. , supply of unskilledlabourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

32849887 rate contract for projects related civil works at manali refinery of cpcl rate contract for projects related civil works at manali refinery of cpcl , cutting & clearing the areaof grass,rank,vegetation,wild growth bushes,trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of engineer in charge and collecting all cut grass, vegetation etc and disposing it atdesignated place upto 7 km lead outside the refinery premises(vaikkadu village) with all tools, labour etc. complete as per specfications and directions of engineer in charge. , cutting trees of girth above 30 cm upto & including 60cm (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots up to min 1.5m depth from the ground level, with all labour, tools & tackles, etc. completeand disposal of unserviceable material atdesignated place upto 7 km lead outside the refinery premises(vaikkadu village )as per specifications and as directed by the engineer in charge. , cutting trees of girth above 60 cm upto & including 120cm (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots up to min 1.5m depth from the ground level, with all labour, tools & tackles, etc. completeand disposal of unserviceable material atdesignated place upto 7 km lead outside the refinery premises(vaikkadu village )as per specifications and as directed by the engineer in charge. , cutting treesofgirth above 120cm upto & including 240cm (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots up to min 1.5m depth from the ground level, with all labour, tools & tackles, etc. completeand disposal ofmaterial atdesignated place upto 7 km lead outside the refinery premises in vaikkadu area as per specifications and as directed by the engineer in charge. , cutting treesofgirth above 240cm (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots up to min 1.5m depth from the ground level, with all labour, tools & tackles, etc. completeand disposal ofmaterial atdesignated place upto 7 km lead outside the refinery premises in vaikkadu area as per specifications and as directed by the engineer in charge. , earthwork in excavationinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means(hydraulic excavators) / manually for depth upto 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes,sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , sameassl. no. 60 abovebutfor depths beyond 1.5m upto 3.0m. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , backfilling after execution of the work toproper grade and level with selected materials from available excavated soil fromsoil heaps within a lead of 100m,including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm,watering, rolling and ramming by manual methods/mechanical compactors , dressing, trimming etc. in foundations, plinths,pits etc.all complete as per directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area outside the refinery premises up to a lead of 7km (vaikkadu village) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) todesignated areas within the refinery premises including etp/ttp areasup to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , supplying and filling approved quarry dust of specified quality under floors, plinths,etc. for all depthsincluding the cost of quarry dust, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , collection of scrap (metal/steel scrap) from anywhere within the refinery premises including supply of necessary vehicles with driver,required labour,loading and unloading etc.and handing over the materials to scrap yard within the refinery premises with all tools and tackles,manpower etc.all compelte as directed by engineer in charge. , supplying and filling approved m sand of specified quality under floors, plinths, foundations etc. for all depthsincluding the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying plain cement concrete (pcc)1:4:8 by volume(1cement : 4 m sand:8 coarse aggregate) with opc 53 grade and 40mm & down size graded crushed stone aggregates for all depths wherever required like in foundations, fillings ,floors,pavements & ramps or any other works etc., including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete including cement cost etc, all complete as directed by engineer in charge. , same as sl.no: 150 above,but for plain cement concrete (pcc)1:1.5:3 , providing and laying of reinforced cement concrete (rcc) 1:1.5:3 by volume (1cement: 1.5 m sand:3 aggregate) with opc 53 grade and 20mm and down size graded crushed stone aggregate materials for sub structure upto plinth beam levelfor all depths including pavement, machine mixing, curing, consolidating with vibrator, cement cost etcall complete as per instructions of engineer in charge excluding cost of shuttering and reinforcement. , same as sl.no: 170 above,but for super structure at all heights above plinth beam level. , providing,fixing formwork including centering, shuttering ,strutting and propping in sub structure at all depths wherever required including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labour, consumables etc.(form work shall be supplied by the contractor and shall remain the property of the contractor) , providing, fixing formworkincluding centering, shuttering ,strutting and propping insuper structure at all heightswherever required including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labour, consumables etc.(form work shall be supplied by the contractor and shall remain the property of the contractor) , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 (1 cement:1.5 m sand: 3 graded stone aggregate withwith opc 53 grade and 20mm & down size graded crushed stone aggregates)for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks,levelling, aligning and fixing/laying in position using crane, breaking brickwork and /or concrete surfaces and making good the same etc. all complete (excluding cost of reinforcement) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supplying, fabricating and placing in position high strength deformed steel bar reinforcement(conforming to is 1786, grade fe500) for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge(swg) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, welding spacers, lifting hooks etc for all heights & depths etc. removing of scraps from site, all complete as directed by engineer in charge. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using non shrink grout of approved make equivalent including supply of material,roughening surface, cleaning with compressed air/water jets, ramming, curing,labour charges etc.all complete as directed by engineer in charge. , providing & fixing in position bitumen impregnatedboard 12 mm thk. of approved make premoulded bituminous expansion joint filler boards conforming to is:1838 p1/1983 in joints including application of primer as directed by engineer in charge. , providing & filling in joints bitumastic sealing compound 12 to 17mm width x 20 to 25 mm depthofapprovedmake conforming to is:1834 latest revision grade a including one coat of primer as per manufacturer’s specifications, drawings & as directed by engineer in charge. , providing and laying coping block with cement concrete 1:2:4with 12.5mm & down size graded crushed stone chip aggregates on top of masonry wall including providing pockets, openings, recesses, chamfering wherever required, tamping, curing and rendering if required to give a smooth and even surface etc. for all heights in any shape, profile, position and thickness etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structure with bricks ofclass 5.0 in cement mortar 1:5 (1 cement:5 m sand)for all depths including the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structure with bricks of class 5.0 in using cement mortar 1:5 (1 cement:5 m sand)for allheightsincluding the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam/slab, embedding the fittings,curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 (1 cement : 4m sand) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing random rubble masonry with hard stone in sub structure with cement mortar 1:6 (1cement:6 m sand) for toe wall , including the cement cost , tools & tackles, labour required to complete the job, rendering the full face with 1:3 cm as per the specifications and directions of engineer in charge. , same as item no:300 above ,but for superstructure. , providing&laying dry rubble soling (hard core) with 20 to 40 mm size metal, under foundations/ ground floor slab (grade slab) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing 15mm thick cement plasterin cement mortar 1:4(1 cement:4 m sand by volume) onbrickmasonry, pcc/rcc surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster,bands ,mouldings etc. as specifiedfor all depths and heights including labour charges,tools and tackles,material costs etc. as per specifications and asdirected by the engineer in charge. , providing 12mm thick cement plasterin cement mortar 1:4 (1cement:4 m sand by volume) onbrickmasonry,pcc/rcc surfacesincluding preparation of base, cleaning, chipping ,packing of electrical,plumbing works ,scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster,bands ,mouldings etc. as specifiedfor all heights including labour charges,tools and tackles,material costs etc. as per specifications and asdirected by the engineer in charge. , providing 6mm thick cement plaster in cement mortar 1:3 (1cement:3 fine sand by volume) on roof ceilings, concretesurfaces including preparation of base, cleaning, chipping, packing of electrical works,scaffolding, finishing, curing etc.for all heights complete with all labour charges,material costs,tools and tackles etc.as per specifications and as directed by the engineer in charge. , providingandapplying two coats ofinterior paint of interior emulsion paint with wall putty of birla white/jk white or any other approved equivalent make of any shades/coloursover one coat of emulsion primer asper the specifications includingnecessaryscaffolding and surface preparation, filling all holes, cracks and depressions with wall putty,sand paperingetc., complete as per specification and as directed by engineer in charge. , supplying and applying two coats of exterior emulsion paint of asian or any other equivalent approved brand of required shade and includingsurface preparation, a priming coat with emulsion primer of approved brand as same as final coat including cleaning, removing dust, filling all holes, cracks and depressions with wall putty of birla white/jk white or any other approved equivalent make, necessary scaffolding etc, etc all complete as per specifications and directions of engineer in charge. , providing and applying 3 coats of white wash of approved make and shade for all depths and heights including cleaning, preparation of surfaces, curing etc with all labours, tools, tackles, scafolding etc. complete as directed by engineer in charge and as per specifications. , providing and applying two coats of water proof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces, priming coat with cement primer,curing etc. all complete as per directions of engineer in charge. , providing recessed pointing onrandom rubble masonrywall for all heights with cement mortar 1:3(1cement:3 m sand) including scaffolding/staging, finishing, curing, etc.allcomplete as specified and directed by engineer in charge. , providing and fixing 18mm thick machine cut, mirror polished, premoulded and pre polishedgranite for platformsof approved qualityfor shelves of required size of approved shade, colour, and texture laid 20mm thick base cement mortar 1:4 (1 cement:4 msand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including machine polishing to edge to give high gloss finish,curing, moulding & nosing etc. complete at all levels as directed by engineer in charge. , providing and fixing 20mm thick machine cut,polished cudappah slab of approved qualityfor kitchen sinks of required size of approved shade, colour, and texture jointed with white cement, mixed with matching pigment, epoxy touch ups, including machine polishing to edge to give high gloss finish, for fixing as kitchen sink, rubbing, curing, moulding & nosing etc. complete at all levels as directed by engineer in charge. , providing and laying vitrified floor tiles of 600mmx 600mmof stain guard1st class quality ofapproved makelaid on 20mm thick cement mortar 1:4 (1 cement:4 m sand) , including a coating of adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste, grouting with white cement and pigment with colour matching the shades of tiles including skirting, finishing ,curing ,material costs,labour charges,tools and tackles etc. all complete as directed by engineer in charge. , providing and laying of premium quality antiskid ceramic floor tiles (size of all tiles shall be 300x300) ofapproved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste/grout mixed with colour pigments matching the shade of tiles, with material costs,tools and tackles,labour charges etc.as per specifications, standards and instructions of engineer in charge. , providingand laying upto300 x 450 mm size coloured glazed ceramic tiles for wall/dado(grade i quality), of approved make & shade including 20 mm thick cementbedding c.m. 1:3, pvc beading with matching colour , pointing and finishing exposed joints with white cement/matching colour pigment,etc., including cleaning the finished surface with wax polishing complete with material costs,tools and tackles,labour charges as perspecifications and as directed by engineer in charge. , providing and laying pvc roll/tile of approved shade,texture of 2mm thickness homogenous, unbaked,flexible,anti static pvc tiles conforming to bs 2050 table 2, is 3461/3462 in floor,skirting,fixed over base floor/surface by means of a continous coating of rubber adhesive ( as per manufacturer specification) overthe base floor/surface including cleaning the finished surface with approved detergent to remove stains etc. all compelte as directed by engineer in charge.removal of damaged existing membrane to be carried out if required. , providing & forming40mm thick average hard wearing surface with granolithic concrete floor finish (1:1:2) laid in 2.5 m x 2.5 m panels by means of necessary formwork over concrete floor includingmaterials,labour,tools,tackles etc. all complete as per specification, drawings & as directed by engineer in charge. , providing asbestos free everest hitech or equivalent6mm thick corrugated cement sheet roofing in natural stone grey colour and fixing with high corrosion resistant self drilling fasteners and epdm washers by replacing the existing worn out sheet etc. complete ; including cutting to size and shape ,providing laps,scaffolding etc.with all labour,tools as directed by engineer in charge. , providing asbestos free everest hitech or equivalentserrated adjustable ridges for roofing including fixing with accessories like high corrosion resistant self drilling fasteners/epdm washers and or g.i. seam bolts and nuts, g.i. plain and bitumen/ washers including cutting to proper size , scaffolding, etc., for all heights with all labour,tools & tackles complete as directed by engineer in charge. , providing asbestos free everest hitech or equivalentgutterof 600mm overall girth semicircular in shape for roofing including fixing with necessary slope with accessories likegutter guards, clamps,brackets,high corrosion resistant self drilling fasteners/epdm washers and or g.i. seam bolts and nuts, g.i. plain and bitumen/ washers including cutting to proper size , scaffolding,providing provision for fixing rain water downtake pipe etc., for all heights with all labour,tools & tackles complete as directed by engineer in charge. , supplying, transporting, fabricating, erecting and fixing in position colour coated corrugated galvalume sheet of 0.45mm base metal thickness , with colour coating including fixtures, bitumen washers, corner pieces, all necessary accessories, scaffolding etc. complete in all respects at all levels, locations and as perspecifications and direction of engineer in charge. , providing & laying to required slope cement concrete screed of mix 1:1.5:3 (1 cement : 1.5 m sand: 3 coarse aggregates 12.5mm and down graded aggregates) using 53 grade opc inroof terrace etc. laid to required slope and thickness & inclusive of curing/pond curing, brooming with wire brush, finishingetc.all labours, tools and tackles complete as per drawing, specification & as directed by engineer in charge. , providing and laying cool roof s.r.i (solar reflective index)tiles of johnson endura or approved equivalent ,size 300mmx300mm ,white in colour with thickness not less than 10mm, on terraces jointed with suitable cementious water proof grout, laid over suitable tile fixing mortar as per manufacturers specification with required slope, thickness and finishing neat including pointing etc. complete with all tools, tackles, equipments, labour, cement cost etc. as per specifications and as directed by engineer in charge. , providing and laying first quality pressed clay tiles( as per approved pattern not less than 18 mm thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 msand) mixed with 2% integral water proofing compound laid over a bed of 20mm thick cement mortar 1:4 (1 cement: 4 m sand) and finishing neat including all tools, tackles, equipments, labour,materials,hacking of concrete,necessary surface preparation,pointing with cement mortar 1:4 mixed with 2 % integral water proofing compound , etc.whereever required , complete as per specifications and as directed by engineer in charge. , providing and fixing white glazed earthenware china wash basin of make parryware/hindware with antisplash rims on 3 sides of 550x450mm sizeincluding approved cast iron/ms brackets , one 15mm dia. cp brass pillar cock, rubber plug with cp brass, 32mm cp waste fitting of standard pattern pipe with 32mm dia. pvc pipe with bottle trap, cutting wall, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint overred oxide zinc chromate(approved quality) making all connections, finishing etc. all complete as directed by engineer in charge. , providing & fixing white glazed earthernware indian pan type water closetof parry ware orrissa or approved equivalent of size 580x440 mm with integral footrest,includingall fittings, p or s traps, cutting walls, floors making good of same, finishing, soldered joints, making inlet/outlet connection, providing min. 150 mm thick sand cushion, finishing, etc.all complete as directed by engineer in charge. , providing & fixing white wall hungeuropean water closet (ewc) with dual flush cistern of parry ware or approved equivalent make including cistern, cistern lid, antimicrobial seat cover with lid, fitting,slim line health faucet with hose & hook, other standard accessories, all fittings and fixturesincluding cutting walls, floors making good of same, making inlet/outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing & fixing white floor mounted european water closet (ewc) with dual flush cistern of parry ware petitieor approved equivalent make including cistern, cistern lid, antimicrobial seat cover with lid, fitting,slim line health faucet with hose & hook,bibcock andother standard accessories, all fittings and fixturesincluding cutting walls, floors making good of same, making inlet/outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing and fixing white glazed earthern ware half stall urinal of parry ware niagara orapprovedequivalent, including parryware brand or approved equivalent cp urinal push angle valve, cp brass spreader with 32 mm dia pvc pipe, tee, distribution pipe, brackets etc. making inlet & outlet connections fixing with cp brass screws, finishing, etc. all complete as directed by engineer in charge. , providingandfixing in position white glazed earthern ware vitreous chinadivisional platepartition for urinals of size 350x675x130mmparryware magnum or approved equivalent placedbetweenurinalsanchoring and fixing the divisional plate with fastners and required clamps / fittings, making good of all damaged work, finishing etc., all complete as per specification and as directed by engineer in charge. , providing and fixing20 mm nominal outer dia.sch 40 unplasticised poly vinyl chloride(upvc) pipes, of approved equivalent make with ms holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb,spacing of jumpers shall be minimum 1mc/c etc. all complete including jointing with bonding solution of approved quality and makeincluding clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , same as sl. no: 610 above, but for 25mm nominal outer dia. pipes , same as sl. no: 610 above, but for 50mm nominal outer dia. pipes , providing and fixing 15 mm dia. nominal bore galvanized iron (gi) pipes complete with gi fittings including trenching and refilling etc. (external work) complete as per directions of engineer in charge. , same as sl. no. 640 above, but for 20mm dia. nominal bore pipes. , same as sl. no: 640 above, but for 50mm dia. nominal bore pipes. , same as sl. no. 640 above, but for 80mm dia. nominal bore pipes. , same as sl. no. 640 above, but for 100mm dia. nominal bore pipes. , same as sl. no. 640 above, but for 150mm dia. nominal bore pipes. , providing and fixing75 mm outer dia. of 6kg/sq.cm poly vinyl chloride(pvc) pipes (exposed on wall) ,including all pvc plain & brass threaded fittings & accessories including fixing the pipe with clamps at 1m spacing. this includes jointing of pipes & fittings with one step pvc solvent and testing of joints complete as per directions of engineer in charge. , same as item no:700 above, but for 110mmouter diameter. , providing and fixing 160 mm dia. rigid pvcpipesas rain water pipes,weep hole pipes etc. with ms holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg/ sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal borebrass angle valveincluding breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixingapproved cp brass urinal push angle valve of parryware or approved equivalent including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing metro or equivalent approved 15mm nominal bore brass bibcockincluding breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing two way bibcock single lever range with flange of parryware crust or equivalent approved 15mm nominal bore cp including fixingand connections, etc. completeas directed by engineer in charge. , providing and fixing 25 mm nominal bore gun metal gate valve with cast iron (ci) wheel of approved quality (screwed end) including all fittings etc. complete as directed by engineer in charge. , same as sl. no. 770 above, but for 40mm nominal bore gate valve , same as sl. no. 770 above, but for 50mmnominal gate valve , providing and fixing 25mm nominal bore gi union in existing gi pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required as directed by engineer in charge. , same as sl. no.: 800 above, but for 40mm nominal bore gi union. , same as sl. no.: 800 above, but for 50mm nominal bore gi union. , providing and fixing 600 x 450mm mirror of superior glass of parryware or approved equivalent complete with cp brass screws, fastners and washers complete as directed by engineer in charge. , providing and fixing600 mm long cp rodtowel rail of parry ware make or approved equivalent complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour all complete as specified by engineer in charge. , providing and fixing in position approved quality liquid soap dispenser ofparrywareor approved equivalent make, of standard size with snap fittings, including drilling holes, fixing with cp screws all complete as directed by engineer in charge. , providing and fixing c.p. brass shower rose 100mm diameter with 15 to 20mm inlet of parryware or equivalent approved including 230mm shower arm, making inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing of cp brass twin robe hook of parryware/approved equivalent including fixing the coat hook including drilling holes on plastered/tiled wall and doors fixing the coat hook with cp screws including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , providing and fixing in positionstainless steel kitchen sink single bowl with drain board glossy finish folded edge of nirali elegance ultra or approved equivalent make of bowl size 510mmx 410mmx 200mm made of min stainless steel sheetsupported onm.s. brackets, supply, fixing ofm.s.brackets, fasteners, sinkcock (quarter turn range) of parryware agate or approved equivalent, c.p. angle valve of parry ware, c.p. brass waste, pvc drain pipewith heavy bottle trap of parry ware or approved equivalent make, inlet pipe, drain pipe , rubber plug, connections to floor trap with unions and all accessories as required to complete including cutting and making good the walls where ever required, painting all exposed metallic surfaces with two coats of approved shade and quality synthetic enamel paint over an approved quality priming of red oxide zinc chromate, making good of all damaged work, finishing etc., all complete as directed by engineer in charge. , providing and fixing coloured 10 litre p.v.c low level flushing cistern with manually controlled device(handle lever) deluxe dual flushofparryware or approved equivalent make with all fittings and fixtures complete as directed by engineer in charge. , supplying and laying in position square shaped 600mm x600 mm(grade md 10) medium dutyci manhole frame with lugs and coverincluding breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with cement mortar 1:3 including applying two coats of anticorrosive paint inclusive of all labours and materials etc. complete as per specifications and as directed by the engineer in charge. , supplying and laying custom (prefabricated) pvc floor sumps/ floor traps fabricated out of 110mm dia. 6 kg/cm2 class pvc pipes with inlet and outlets from 40mm upto 75mm, including providing water seal, fixing to a perfect level, laying cement concrete in 1:3:6 mix cp/pvc colour grating with frame at 4mm below finished floor level making holes in masonry or concrete cutting surfaces conveying all dismantled portions and clearing the site,making leak proof joint and testing, etc. complete and as directed by engineer in charge. , making connection of drain or sewer line using pipes of upto 230mm diameter with existing manhole including breaking into and make good the walls, floors with cement concrete 1 : 2 : 4 mix (1 cement : 2 m sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1 : 4 ( 1 cement : 4 m sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. completeas directed by engineer in charge. , providing and fixing window/ventilator/ door glass panes with float glass panes with float glass of thickness 4mm, fixing with necessary pins and best quality putty or with wooden batten as necessary including removing old damaged glass, disposing of the same as directed all labour and materials etc. complete at all heights as directed by engineer in charge. , providing and fixingaluminium extruded section body tubular type universal hydraulic door closer of everest/ dyna/ universal or any other equivalent approved make with double speed adjustment with necessaryaccessories and screws with all labour charges,tools & tackles etc. all completeas directed by engineer in charge. , providing and fixing double action hydraulic floor spring with stainless steel cover plate of minimum 1.25mm thicknessof universal, everest or any other equivalent approved brand and manufacture is: 6315 marked, for doors for all heights includingall labours, tools and tackles ;cost of cutting floors as required, embedding in floors and cover plates with brass pivots and single piece m.s. sheet outer box with slide plateetc. complete as per the directions of engineer in charge. , providing and fixing bright finished brass 100mm mortice latch and lock isi marked with four leverswith necessary screws etc. complete (best make of approved quality) as specified by engineer in charge. , providing and fixing bright finished 125mm brass handles with necessary screws drilling holes in doors, cup boards including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , same as sl. no.: 970 above, but for 75mm brass handles. , providing and fixing in position first quality non reflective type polyester sun control film ofgarware or equivalent approved make of25 micron thickness including cleaning the door/ventilator panes,trimming the edges etc. complete as per the instructions of engineer in charge. , providing and fixing 12mm thick prelaminated particle board with decorative lamination on one side and balancing lamination on other side; flat pressed three layer or graded wood particle board, in panelling fixed in aluminium doors, windows ,shutters and partition frames with chromium platted(cp) brass / stainless steel screws etc. complete as perdirections of engineer in charge. , supplying and fixing24 mm thick pvc panelled door shutter with pvc frame including pvc towerbolts on either sides, pvc handlesincluding metal hinges and all other fittingsetc. complete as per directions of engineer in charge. , providing and fixing anodised aluminium work for fixed portion of doors, windows, ventilators and partitions with extruded built up standard tubular sections/approximate z sections and other sections of approved make, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required pvc/neoprene felt etc. for fixed portion, minimum anodic coating of grade ac 15 shall be provided.aluminium sections shall be smooth, rust free, straight, mitred and jointed mechnically whereever required including cleat angle, aluminium snap beading for glazing/panelling, c.p. brass/stainless steel screws, all complete as per directions of engineer in charge. (glazings and panellings shall be paid separately) , same as sl.no: 1020 above, but for shutters of doors, windows, ventilators including fittings. , providing and fixing in positionupvc doors both single leaf/double leaf white in colour comprising of glass panel minimum 5mm thick and upvc panels of minimum 15mm thickness (doors may be either partly glazed partly paneled or fully panelled)with upvc stiles, rails,frame and accessories holdfasts, hinges, pull handles on both sides, locking arrangement as per requirementincluding labour charges, material cost, tools and tackles all complete as per specifications & as directed by engineer in charge. , providing and fixing in position sliding upvc windows/ventilators (with clear 5mm thick glass), white in colour including all fixtures, fastenings, sliding system, sliding handle with flush lock, epdm gaskets, wool pile etc., making recesses in brick/concrete surfaces and making good the same after fixing all complete as per directions of engineer in charge. , designing,supplying and fixing in position approved make chain/gear opearted steel rolling shutters conforming to is : 6248 using 18 gauge ms interlocking laths sections formed out of cold rolled steel strips 0.9mm thick,18mm wide and 1.25mm thick,80mm wide respectively for shutter width upto 3.5m and above 3.5m ; jointless ms channel section for guide ( minimum 3.15mm thick) ms girders,pressed bottom rails,shutter suspension stud shaft with pulley andcage,top rolling springs, locking arrangement including hood,gear operating mechanism and all accessories required and providing two coats of approved make and shade of rust proof synthetic enamel paint over a coat of red oxide or zinc chromate rich primer, etc. all complete as per directions of engineer in charge. , providing and fixing in position single/double leaf hinged type fire proof doorsof radiant or approved equivalent make conforming to is: 3614 with all necessary fittings and fixtures etc. fire proof doors shall have minimum fire rating of 2 hours including 1.20 mm thick stainless steel sheet cladded 46mm thick shutter with infill material honeycomb board complete with stainless steel frame (double rivet – 143 x 57mm) made from 1.60mm thick stainless steel sheet & fixing arrangementsetc. all complete as directed by engineer in charge. stainless steel shall be of grade 304. , providing and fixing isi marked, overall 30mm thickblock board flush door shutters of kutty or approved equivalent decorative type, consisting of solid core block board bonded with phenol formaldehyde synthetic resin and faced on one side with decorative1mm thick laminate and another side with water proof laminate of archidply or approved equivalentincluding providing and fixingt type second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300mm max., providing and fixing 125mm long stainless steel butt hinges [for each shutter (vertical spacing not exceeding 600mm) including providing wooden filler/sealer, stainless steel lock with status indicator, teak wood lipping, aluminium butt hinges, 3mm thick anodised(anodic coating not less than15 microns) aluminium kicking plate fixed with screws for entire door width on either side of door for a height of 600mm, fixing with door frame,door bush, finishing etc . all complete as directed by engineer in charge. , providing and fixingsecond class teak wooden framesfor doors, windows, ventilators for all heights including all labours, tools, tackles, cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry/rcc by means of 300mm x 25mm x 6mm thick m.s. hold fasts screwed to frame @ 600mm max vertically and grouted with 1:2:4concrete by volume in min. 350mm x 100mmx100mm sized hole made in masonry/96mm long, 12mm dia m.s. dash fastner, painting with two coats of approved shade and make(ici or equivalent) synthetic enamel paint over appoved quality primer coat, finishing etc. all complete as dirercted by engineer in charge. , false ceiling(a): providing and fixing in position 12 mm thick exterior grade boiling water proof(bwp) both sides prelaminated particle board (novapan or equivalent approved make) panels of approved colour and texture to form grids of 600x600 mm and suspension system consisting of aluminium framework with (a) main runners aluminium tee sections of 25mmx35mmsize,1.5mm thickness(b)cross runners aluminium tee sections of 25mmx25mm size,1.5mm thickness(c) perimeter section aluminium angle section 38mmx38mm,1mm thickness all round the perimeter of the ceiling.the grid system is to be suspended by interlocking the main and cross runners @ 600mm max.bothways by means of aluminium angle cleats.the main runners shall be suspended from the ceiling by means of 3mm thick ms flat clamp fixed to main runners @ 1200 max.and fixed to 6mm dia ms hook which again is fixed to ceiling.3mm thick ms flat clamp shall be connected to main runners with 25mm long ms clamp with levelling nut and @ 1200 mm max. the ms hooks shall be suspended from ceiling by means of slotting in 25mmx25mmx3mm thick ms angle,fixed to the slab by 12mm dia. dash fasteners@1200mm c/c.cross runners shall be fixed suitably @max.600mmc/c to form a grid 0f 600mmx600mm.necessary provisions for suspendinglight fixtures etc.,wherever necessary shall be provided .the framework may be suspended from the roof slab at desired height including finishing,making the framework perfectly levelled and aligned etc. all complete as per directions of engineer in charge.all the suspended members shall be anodized(min.15 microns) aluminium frames of standard extrusions .the rate quoted shall include the material costs,labour charges,tools and tackles etc. , false ceiling(b): providing and fixing false ceiling using aluminium composite panel acp 4mm thick (0.5mm thick aluminium sheet on top & bottom sandwiched with 3mm thick core material )confirming to bs 1467 in combination with approved solid and metallic colour panels laminated sandwiched composite panels to a grid made out of anodized aluminium (with 15 micron anodic coating) t sections 35x15x1.5mm size main runners and cross runners 23.5x19x1.5mm fixed to main runners placed 600mm centre to centre both ways so as to form a grid 600mm square.the frameowrk shall be suspended from the ceiling by level adjusting hangers of 6mm dia ms rodfixed to roof slab by means of ceiling cleats.the suspender shall be placed 600x1200 mm centre to centre including fixing to the frame with cp brass screws and applying priming coat of zinc chromate yellow primer.rates are inclusive of scaffolding,frame work ,labour charges,tools and tackles,all material costs etc. complete as directed by engineer in charge. , demolishing pcc work (taking all necessary safety precautions)manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises (vaikkadu village) as per specification and directions of engineer in charge. , demolishing rcc work (taking all necessary safety precautions)manually / by mechanical means for all depth and height belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable materialatdesignated place upto 7 km lead outside the refinery premises (vaikkadu village) as per specification and directions of engineer in charge. , demolishingbrick masonry incement mortar (taking all necessary safety precautions) for allheightsabove plinth level including supply of all labours,tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place upto 7 km lead outside the refinery premises (vaikkadu village) as per specification and directions of engineer in charge. , demolishingstone/rubble masonry (taking all necessary safety precautions) for demolition of existing compound wall for the entire heightabove ground level including supply of all labours,tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable materialatdesignated place upto 7 km leadin vaikkadu area as per specification and directions of engineer in charge. , dismantling of structural steel works (bolted/riveted/welded)of all descriptions(taking all necessary safety precautions) for all heights & depths above & belowplinth level including supply ofall tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gussetplates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location /cpcl storage yard/scrap yardwithin the refinery premises as per direction of engineer in charge. , dismantling and stacking fencing fabric of any material (taking all necessary safety precautions) , including supply of all tools & tackles, necessarypropping, underpinning, cutting, transporting , stackingand handing over the material to cpcl scrap yard inside refinery etc. all complete as specified and directed by engineer in charge. , dismantling bituminous road(taking all necessary safety precautions)manually / by mechanical means for all depths including cutting road taking out soling and metalling,sorting and screening,supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable materialto spoil heaps within 50mlead all complete as specified and as per directions of engineer in charge . , dismantling ci ,gi,pvc or asbestos drainage pipe with fitting and clamps including scaffolding, staging working platforms all complete including supply of all tools & tackles,stacking material, transporting, loading & unloading and handing overto scrap yard/stores within refinery premises and disposal of unserviceable materialatdesignated place upto7 km lead outside the refinery premises (vaikkadu area) as specified and directed by the engineer in charge. , dismantling of water closet, urinals, wash basins & flushing cistern of all types (ci, pvc, viterous china) with fitting and clamps including pipe lines all complete including supply of all tools & tackles,stacking material, transporting, loading & unloading and handing overto scrap yard/stores within refinery premisesand disposal of unserviceable materialatdesignated place upto7 km lead outside the refinery premises (vaikkadu area) as specified and directed by the engineer in charge. , demolishing of aluminium partitions/ gypsum/pop/tiled/thermocol false ceiling ,doors, windows, ventilators (steel/wood/aluminium/glass)shutters including, chowkhats, frames, architrave, holdfasts and all other retrieved materials(taking all necessary safety precautions) for all heights above floor level including supply of all labours,tools & tackles, providing necessary scaffolding, propping, underpinning, temporary supports etc.,as per the instruction of engineer in charge, cleaning and stacking of serviceable material like aluminium frames at destined location /cpcl storage yardwithin the refinery area and disposal of unserviceable material atdesignated place(vaikkadu area) upto 7 km lead outside the refinery premises as per specification and directions of engineer in charge. , demolishing of tile work in floors & walls laid in cement mortar for thickness upto 25mm (taking all necessary safety precautions)manually / by mechanical means including supply of all tools and tackles, propping, underpinning, cleaning the siteand disposal of unserviceable materialatdesignated place upto7 km lead outside the refinery premises (vaikkadu area)as per specification and directions of engineer in charge. , dismantling of tile work in roofing for thickness upto 25mm (taking all necessary safety precautions)manually / by mechanical means including supply of all tools and tackles, propping, underpinning, cleaning the siteand disposal of unserviceable materialatdesignated place upto7 km lead outside the refinery premises (vaikkadu area)as per specification and directions of engineer in charge. , dismantling ofgi/ac/aluminiumroofing sheets including ridges, hips, gutters, etc.in roofing, including suppy of all labours,tools & hooks, transportation and stacking of serviceable materials at destined location /cpcl storage yardwithin the refinery area and disposal of unserviceable material atdesignated place(vaikkadu area) upto 7 km lead outside the refinery premises as per specification and directions of engineer in charge. , chippingof rcc work by chisellingfor all depths below plinth level including supply of all tools and tackles,scaffolding,propping,underpinning etc. exposing, cutting,lapping/welding the reinforcement bars as per drawings and cleaning the same by wire brushing, washing the exposed surfaces,disposal of the unserviceable material to spil heaps anywhere within the plant boundary all complete as specified and directed.(excavation and backfilling if any shall be paid separately under relevant items.) , supplying,handling,transporting to site of work and fixing approved mechanical anchor fastenersms boltsof grade 5.8 or more,galvanisedwith minimum thickness of 5 microns(approved for use in cracked concrete),of 12mm dia at specified positions on concrete floors,roofs,beams( sides and bottom), walls,columns etc. according to manufacturers specifications including all accessories like nuts,washers etc. of required size,testing,necessary scaffolding,drilling of the holes in concrete surface with electric drill,cleaning of holes with air blowout & wire brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by engineer in charge. , same as item 1260 above, but for 16mm dia. , same as item 1260 above, but for 20mm dia. , supplying,handling,transporting to site of work and fixing approved chemical anchor fasteners consisting of ms threaded rod of grade 5.8,galvanisedwith minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors,roofs,beams( sides and bottom), walls,columns etc. according to manufacturers specifications including all accessories like nuts,washers etc. of required size,testing,necessary scaffolding,drilling of the holes in concrete surface with electric drill,cleaning of holes with air blowout & wire brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed by engineer in charge. , same as item 1290 above, but for 16mm dia. , same as item 1290 above, but for 20mm dia. , making pockets/holes of sizes upto & inclusive 200x200x500mm in rcc/pcc works(taking all necessary safety precautions) by chiselling/drilling, including supply of all tools and tacklesetc. cutting of reinforcement bars,cleaning the pockets of all debris etc. all complete at all heights & depths as specified and directed by engineer in charge.scaffolding and disposal of debris shall be paid separately under relevant items. , repairs to existing rcc beams & columns, including chipping and dismantling & removing of loose particles applying cement paste, raking out joints, applying epoxy resin for bonding fresh cocrete to old concerete, filling void portionwith concrete 1:1:5:3 concrete (1cement:1.5 m sand :3 stone agrregates 12mm size) making good as same, including formwork, curing, staging, working platforms labours, tool and tackles all complete as per specifications and directions of engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles,channels, beams, plates, pipes, tubes etc.at all heights & levels and locations including all builtup sections/ compound sectionsmade out of rolled sections and / or plates / bent plates inexisting / new structural pipe supports, frames, etc., cutting to required size, straightening/bending if required, edge preparation,cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, (including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings,including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection,including preparing the surface for painting ,surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows:(a) applying inorganic zinc silicate coat 50 micron dft(b) two coats of epoxy primer paint 50 micron dft each(c) two coats of anti rust epoxy top coat paint 75 micron dft each as per manufacturers specifications and as directed by engineer in charge. (d) note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after manual cleaningprior to erection as per specifications & as directed by engineer in charge. supply of all materials in contractors scope. , same as sl. no. 1340 above, but for supplying, transporting, storing, fabricating & erecting in position structural steel works alone, excluding painting works but including pre erection painting works as per (d) in sl.no.1340 above. , same as sl. no. 1340 above, but for structural steel painting worksalone excludingsupplying, transporting, storing, fabricating & erecting in position structural steel works and excluding pre erection painting works as per (d) in sl.no.1340. , supplying, transporting, storing, fabricating and fixing in position ms steel inserts (withlugs)asshownin drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain,reinforced cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts,& painting with one shop coat of inorganic zinc silicate primer and finsihing with two coats of anti rust epoxy paint of approved brand and colour ,etc complete as perdrawing,specification and direction of engineer in charge. , supplying, fabricating, fixing and keeping in position at all levels and locations threadedm.s. anchor bolts of all diameters andnomenclature including nuts, washers, anchor plates, washer plates, closure plates, pipe sleeves etc. in foundations, pedestals, etc. as directed including handling & transporting, straightening if required, turning from relevant size. m.s. rounds to required diameter, threading, welding, providing necessary templates and auxillary dummy structure, if any, necessary tying and welding, providing necessary templates and auxillary dummy strucutres, if any, necessary tying and welding with reinforcement bars, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as perdrawing and specification and direction of engineer in charge. , supply, fabricating, transporting to site and erecting in position ms gates/grills as per drawings using steel confirming to is:2062 / is:1161 including supply and fixing of all materials such as hinges, locking arrangement, pluger bolts, ci wheels and fixtures, ms rail for wheel with anchor etc, all complete as directed by engineer in charge. rate shall include material costs,labour charges,all inserts and embedments essential for smooth operation of the gate. the rate shall also include two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer. , supplying, transporting, fabricating, erecting and fixing in position as per the specifications, electroforged hot dip galvanised gratings (gi coating weight shall be 305gm/sqm as per is 4759) of the approved design and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads,drain cover etc., at various levels including supply of all gi fixtures like edge plates for treads,clips, studs, bolts, welding if required and nosing for the treads and etc., complete, as per drawings, specifications & as directed by engineer in charge. , supplying galvanised ms chequered plate,transporting ,cleaning & fabricating & fixing on floors as cable trench covers including grinding edges & supplying all bolts,nuts ,washers etc. complete .the galvanised ms chequered plate(6mm to 10mm thick) to be fixed to the supporting beam with help of 12mm dia. counter sunk bolts at 400mmc/c including necessary modifications for supporting structure,drilling holes in plates and supporting structures etc. all complete as per drawings,specifications and directions of engineer in charge. , providing and fixing double scaffolding(cup lock type) on the exterior side, up to three story height made with 40mm dia m.s. tube 1.5m centre horizontal and vertcical tubes joining with cup and lock system with m.s. tubes challies, m.s. clamps and m.s. staircas systems in the scaffolding for woking platform etc. and maintainingit in a serviceable condition for the required durationas approved and removing it there after. the scaffolding system shall be stiffened with bracing and runners, connection with the building etc., whereever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of engineer in charge. the elevational area of the scaffolding shall be measured for payment purpose. the payment will be made once irrescpective of duration of scaffolding. , supplying, fabricating, erecting stainless steel works including gratings (ss grade 304 )to required profile and size as filter in drain with necessary fittings including straightening if required, cutting, bending, welding,grouting , cleaning, surface preparation as per specifications etc. all completed as specified and directed by engineer in charge. , providing necessary barricading workswith 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements including scafffolding pipes and tubes for a maximum height of 3 m , embedding the same in firm ground etc. rate quoted should include mobilisation and erection of the above items including demobilisation after completion of works.the same will be the property of contractor. , providing and laying to required camber granular base wet mix macadam , comprising of coarse aggregate 53 mm & down size as per specification including preparation of mix in approved mixing plant with controlled addition of water ,spreading with paver finisher or motor grader & rolling with 10 mt roller(vibro roller) in layer of compacted thickness 150mm as directed by engineer in charge. , providing and laying reinforced np3 class (medium duty) rcc hume pipe of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement:2m sand)for road crossing etc.including cutting, lowering, laying in position , with proper level, slope , testing of joints etc. as per specifications and directed by engineer in charge. , same as sl. no. 1460 above,but for 450mm diameter. , supplying and fixing at site chain link wire net fencing with chain link fence fabric of 50x50 mm diamond mesh of 2.5mm dia gi innerwire insulated with minimum 1.5mm pvc to achieve outer dia not less than 4mm to intermediate, corner, straining, starting or end post of ms angles/post/strut and one horizontal strand of 8 swg (4mm) dia gi inner wire insulated with pvc for tension in chain link (at middle) , gi staples for fixing chainlink in the intermediate posts and 10mm dia 175mm long hook bolts (threaded portion being 75mm long minimum) for fixing each link of the chain link; with all labour and materials but excluding cost of all ms angle postetc. complete as per drawings and directions of engineer in charge. , supplying, fixing and tensioning in position on rcc posts, 12 gauge, 2 ply, 4points, gi barbed wire designation a 1 confirming to is:278 in horizontal rows for barbed wire fencing etc with necessary gi staples, clips and pins, gi straining bolts and binding wire, etc. complete as per specifications and directions of engineer in charge. , supplying and fixing at site welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint over a coat of primer including cost of materials,labour, tools,tackles all complete as directed by engineer in charge. , concertinacoilfencing: providing and fixing 750mm dia green colour painted razor type concertina fencing with all required clips, pins, etc as per the specifications(each concertina coil piece stretch to 9m length) concertina coil shall be fixed to the m.s. angle with 4 rows of same concertina runner wires over exisiting x type angle supports as per drawings. rate shall be quoted on running metre of compound wall basis. a.diameter of coil: 750mm, number of circles and number of clips are 72 and 180 in each 9m of length. b.central core wire: core wire shall be of 2.6mm diameter made of high carbon spring steel of high tensile strength having minimum galvanizedcoating thickness equivalent to 230 grams per sq.m. c. razor strip: 0.5mm thick hot dip galvanized and of width 19mm having series of barbed punched all along the length at regular intervalshaving minimum galvanized thickness of 12 microns. hardness of tape should be between 137 180 vpn (victor penetration number) d. clips: 1.5mm thick made out of stainless steel. e. runner wire: shall be of same specifications as of central core wire. , supply of unskilled class i labourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools. , same as sl. no. 1520 above,but for supply of unskilled class ii labour , same as sl. no. 1520 above,but for supply of mason. , same as sl. no. 1520 above,but for supply of plumber. , same as sl. no. 1520 above,but for supply of carpenter. , same as sl. no. 1520 above, but for supply of stone cutter. , same as sl. no. 1520 above, but for supply ofwelder/cutter/grinder including all consumables, necessary machineries, tools and tackles , ppeand with valid cpcl welders certificate. , same as sl. no. 1520 above, but for supply offitter including all consumables, necessary machineries, tools and tackles and ppe. , same as sl. no. 1520 above, but for supply ofrigger. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. the quoted rate should include mobilization, operator crews/driver /assistant cost,tools, tackles etc., as directed by the engineer in charge. , supply ofpoclain pc 200on hire basis including fuel/oil/lubricantsfor excavating , levelling to required slopes and dumping at designated places within thesite premises. the quoted rate should include mobilization,operator crews/driver cost, loading, transporting, unloading, tools, tackles etc. complete as directed by engineer in charge. , same as sl. no: 1620 above, but for supply of crawler mounted dozzer. , same as sl. no: 1620 above, but for supply of tippers of capacity not less than 10 cu.m , same as sl. no: 1620 above, but for supply of taurus/approved equivalent tippers of capacity minimum 15 cu.m , same as sl. no: 1620 above, but for supply of mini poclain 30. , same as sl. no: 1620 above, but for supply of tractor mounted dozzer . , supply of 20 feet trailer with tractor on hire basis on all working days from monday to saturday on 8 hrs.shift ,inclusive ofdriver,one assistant,all consumables like diesel etc.,with all safety precautions within cpcl refinery premises.the quoted rate should include mobilization,operator crews/driver /assistant cost, loading, transporting from site to scrap yard within refinery premises, unloading,tools, tackles,wire ropes,pulley blocks,belts,chains etc. for lifting,aligning,tying,stacking etc. all complete as directed by engineer in charge. , same as sl.nono. 1680 above but for tractor with trailer of minimumcapacity 2.5 cu.m. , same as sl.nono. 1680 above but for 40 feet trailer with tractor . , supply of front cabin hydraof minimum capacity12 t on hire basis on alldays including sundays on 8 hrs.shift ,inclusive of driver,one assistant,all consumables like diesel etc.,with all safety precautions within cpcl refinery premises.the quoted rate should include mobilization,operator crews/driver /assistant cost, loading, transporting, unloading, labour, tools, tackles etc. complete as directed by engineer in charge. , supply ofskylift of minimum capacity 300kg for maximum working height upto 20m with high manoeuvrability and hydraulically operated on hire basis on alldays including sundays on 8 hrs.shift with all safety precautions within cpcl refinery premises. the quoted rate should include mobilization,operator cost, diesel charges,transporting, demobilisation etc. complete as directed by engineer in charge. , supply of 400amps welding rectifieron hire basis on alldays including sundays on 8 hrs.shift with all safety precautions within cpcl refinery premises.the quoted rate should include mobilization, transporting, demobilisation costs etc. complete as directed by engineer in charge. , same as sl.no1730 above but for supply of dg set of minimum capacity 63kva including diesel charges . , supply of gully sucker truckon hire basis for removal of oil sludge with inbuiltvacuum suction using super suction machine and tanker of minimum 6 kl capacity with necessary suction/ delivery hoses of sufficient lengths and personnels of 2(two) nos. in addition to a driver and cleaner to handle the floating oils on storm water pond/drains on regular basis on all working days from monday to saturday (8 hours/day starting from the reporting time at site). the quoted rate should be for supply of one gully sucker truck as specified above on hire basis, inclusive of charges towards fuel/oils/lubricants, operator crews /driver costs, all labour, tools, tackles, mobilization, loading, transporting, unloading in the refinery premisesas directed by the engineer in charge. , pumping out watercaused by natural ground water sources, broken water mains of drains adn the like using diesel/ electric power driven self priming pumps of adequate capacity with necessary discharge and suction hoses to required length including hire, fuel/oil and operator cost etc. complete as directed by engineer in charge. , providing and bunding with sand filled bags of min 0.5 cu.ft. in capacity for maintaining and diverting the flow of water etc. including supply and filling of sand, stitching of the bags, carting to site of work to any distance, keeping position as directed, plugging holes and paddling etc., with all labour, materials, tools plants including the cost of sand and empty gunny /polythene bags etc. complete as directed by engineer in charge. , cleaning of man holes dechocking and flushing of industrial ows/fecal sewage lines of different diameters between two manholes with drain cleaning rods, bamboos strips flushing with water and compressed air, removal of sludge and disposal ofthe same at identified areas within the refinery premises upto a lead of 2km radius, as directed by the engineer in charge all labour including removing and refixing the cover slabs in position, transportation of required machinery tools, plants etc., complete taking all safety precautions as specified. thecompressed air and water at one point shall be supplied free of cost, if required.for catch basins/pits/inspection/gully trap chambers etc. , providing and laying 60mm thick factory made cement concrete interlocking rubber mould paver block of m30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in two or more colour and pattern over and including 50mm thick compacted bed of coarse sand filling the joints withsand etc. all complete as per the direction of engineer in charge. , supplying, transportation, installing, dismantling and removing of interlocking type temporary steel sheet piles with crane, vibro hammer/pile driving machinery of adequate capacity and other ancillary equipment, including driving and joining the sheet piles as per specification up to levels as per specifications & directed by eic. installed sheet piles are temporary and shall retain the earth, provide excavation support for a depth of 6m from ground level and protection against water seepage & sliding of earth during construction activities.including supply of all materials, steel members, welding, strutting, tie members supporting, labour, plant & machineries, etc. all complete as directed by engineer in charge. (note: 1. method of measurement for payment will be the actual horizontal limit of temporary sheet piling installed and accepted, and the vertical limit as measured from the bottom of the exposed face of the sheeting to the top of the retained earth behind the sheeting. 2. the steel sheet piles shall be supplied by the contractor and shall remain the property of the contractor). , providing and fixing20 mm nominal outer dia chlorinated poly vinyl chloride(cpvc) pipes, of approved equivalent make withholder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb,spacing of jumpers shall be minimum 1mc/c etc. all complete including jointing with bonding solution of approved quality and makeincluding clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , same as sl. no: 1810 above, but for 25mm nominal outer dia. pipes , providing and laying of hot applied thermoplastic compound 2.5mm thick asroad marking strips including reflectorising glassbeads @ 250 gms per sq.m area,thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35. the finished surface to be level uniform and free from streaks and holes etc. complete as per morth specificationand as directed by engineer in charge. , providing and fixing glow studs of size 100x20 mm made of heavy dutybody shall be moulded asa (acrylic styrene acryloretrite ) or hip (highimpact polystyrene)having electronically welded microprismaticlens with abrasion resistant coating as approved by engineer in charge.the glow stud shall support a load of 13635 kg tested in accordance with astm d4280. the slope of retroreflective surface shall be 35(+/ 5)degress to base .the reflective panels on both sides with at least 12 cm of reflective area up each side. the luminance intensity should be asper thespecification and shall be tested as described in astm i: 809 as recommended in bs: 873 part 4 : 1973. the studs shall be fixed to the road surface using the adhesive conforming to is, as per procedure recommended by the manufacturer complete and as per direction of engineer in charge. , supply of diesel run vehicle mounted hydraulic operated high pressure suction cum jetting sewer cleaning machineon hire basis on alldays including sundays on 8 hrs.shift fitted with pumps having suction tank mounted including water jetting pipes & accessories, suction hose pipe, discharge pipes, all materials, consumables, tools & tackles, etc.,skilled driver cum operator, required helpers for carrying out the jetting / suction operations, cleaning of ows pits, pipelines and manholes etc. as per the directions of engineer in charge. rate includes mobilization, demobilization, charges for hoses of minimum length of 100m. => limited...

Southern Railway - Tamil Nadu

32813843 the project is intended to improve the aesthetic appearance of open spaces along the track in the approaches of station. the scope of the project includes, development of green cover/patches by planting low height plants, shrubs, creepers, aromatic plants, herbs/medicinal plants, climbers, ornamental plants, flowering plants etc., as found suitable to the local soil and climatic condition, in vacant spaces/area in the railway station approaches along the track, and any other works allied with the project....

Chennai Port Trust - Tamil Nadu

32760525 annual contract for cutting the weeds, bushes, shrubs and other unwanted vegetation, etc, and spraying of weedicide chemical in and around the railway tracks and yards at inner harbour ...

Department Of Atomic Energy - Tamil Nadu

32630395 bids are invited for custom bid for services maintenance of lawns gardens and plantations at anuvijay township for the year 2022 23 item no 1 watering existing and new lawns with sprinklers manually as per boq and scope of work with scheduled quantities are 14674400 sq , custom bid for services item no 2 weeding the lawns flowerbeds and footpaths as per boq and scope of work with scheduled quantities are 677280 sq meter , custom bid for services item no 3 rolling moving hoeing and cutting the lawns as per boq and scope of work with scheduled quantities are 348640 sq meter , custom bid for services item no 4 maintenance of plants as per boq and scope of work with scheduled quantities are 20304 each per month , custom bid for services item no 5 maintenance of hedges shrubs upto 150 to 500 mm as per boq and scope of work with scheduled quantities are 179148 rm per month , custom bid for services item no 6 maintenance of designed casorina hedges as per boq and scope of work with scheduled quantities are 13536 rm per month , custom bid for services item no 7 plant with cemented flower pots as per boq and scope of work with scheduled quantities are 4932 each per month , custom bid for services item no 8 supplying dap as per boq and scope of work with scheduled quantities are 4160 kg , custom bid for services item no 9 supplying urea as per boq and scope of work with scheduled quantities are 2080 kg , custom bid for services item no 10 supplying neem cake as per boq and scope of work with scheduled quantities are 8000 kg , custom bid for services item no 11 supply and providing of coco peat for lawn and plantation as per boq and scope of work with scheduled quantities are 6000 kg , custom bid for services item no 12 supply of pesticides of monopotophos as per boq and scope of work with scheduled quantities are 232 litres , custom bid for services item no 13 trimming the tree as per boq and scope of work with scheduled quantities are 6000 each per month , custom bid for services item no 14 cutting the trees of girth up to 300 mm girth as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 15 cutting the trees of girth up to 450 mm girth as per boq and scope of work with scheduled quantities are 75 no , custom bid for services item no 16 quantities are 75 no , custom bid for services item no 16 cutting the trees of girth up to 600 mm girth as per boq and scope of work with scheduled quantities are 25 no , custom bid for services item no 17 cutting the trees of girth up to 1000 mm girth as per boq and scope of work with scheduled quantities are 25 no , custom bid for services item no 18 clearing grass along with small bushes as per boq and scope of work with scheduled quantities are 41000 sqmeter , custom bid for services item no 19 development of lawns in new areas as per boq and scope of work with scheduled quantities are 10000 sqmeter , custom bid for services item no 20 providing and planting approved hedges and maintaining as per boq and scope of work with scheduled quantities are 2400 meter , custom bid for services item no 21 supplying and planting fruit bearing trees as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 22 supplying and planting flowering plants as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 23 supplying and planting medicine plants as per boq and scope of work with scheduled quantities are 50 no , custom bid for services item no 24 supplying and planting foxtail palm or rayal palm or areca palm as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 25 supplying and planting bamboo tree as per boq and scope of work with scheduled quantities are 100 no , custom bid for services item no 26 providing laying fixing in position approved pvc pipes supply 20mm dia as per boq and scope of work with scheduled quantities are 100 meter , custom bid for services item no 27 fixing 20mm dia as per boq and scope of work with scheduled quantities are 100 meter , custom bid for services item no 28 pvc pipes 25mm dia supply as per boq and scope of work with scheduled quantities are 200 meter , custom bid for services item no 29 fixing 25mm dia as per boq and scope of work with scheduled quantities are 200 meter , custom bid for services item no 30 pvc pipes 40mm dia supply as per boq and scope of work with scheduled quantities are 2200 meter , custom bid for services item no 31 fixing 40mm dia as per boq and scope of work with scheduled quantities are 2200 meter , custom bid for services item no 32 pvc pipes 50mm dia supply as per boq and scope of work with scheduled quantities are 600 meter , custom bid for services item no 33 fixing 50mm dia as per boq and scope of work with scheduled quantities are 600 meter , custom bid for services item no 34 supply and fixing of 20mm dia pvc pop up sprinklers as per boq and scope of work with scheduled quantities are 500 each , custom bid for services item no 35 providing and fixing 40 mm dia pvc valve as per boq and scope of work with scheduled quantities are 70 each , custom bid for services item no 36 providing and fixing 50 mm dia pvc valve as per boq and scope of work with scheduled quantities are 20 each , custom bid for services item no 37 earth work excavation as per boq and scope of work with scheduled quantities are 700 cu meter...

Airports Authority Of India - Tamil Nadu

32592341 maintenance repair to horticulture works at chennai airport, chennai during the year 2022 23 & 2023 24.sh: maintenance of potted shrubs ( in large size cement pots ) including drip irrigation system on elevated corridor at city side of terminal building...

Chennai Petroleum Corporation Limited - Tamil Nadu

32450957 disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part b ) disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part b ) , note: the following guidelines to be strictly followed during execution of work : 1.truck / tipper / jcb / poclain / dozer / tractor or any other vehicles engaged for disposal of surplus earth / debris / muck etc.shall have valid registration certificate / permit documents. 2. the drivers / operators of vehicles / machinery i.e. truck / tipper / jcb / poclain / dozer or any other heavy vehicles / machinery engaged for disposal of surplus earth / debris / muck etc. shall possess valid heavy vehicle driving license. 3. ppe / safety norms of cpcl shall be followed strictly by the contractor at loading point in cpcl refinery premises / etp / ttp and at unloading / disposal site at cpcl land in amullaivoyal / vaikkadu villages. 4. the contractor shall collect the dispatch slip book from cpcl. 5. loading of surplus earth / debris / muck / concrete & brick debris etc. shall be carried out by the contractor with valid work permit from cpcl. 6. the contractor shall obtain clearance for each trip of loading in dispatch slip from cpcl. 7. contractor shall obtain cisf witness signature at the time of loading in cpcl premises. 8. dispatch slip shall be signed and stamped by the cisf at cpcl gate while leaving refinery / etp / ttp premises. 9. vehicle shall be allowed to enter amullaivoyal gate after signing the gate entry register by the security person deployed by cpcl admin. 10. after unloading at amullaivoyal, the dispatch slip and unloading record slip of cpcl shall be signed by the security person deployed by admin, truck driver, supervisor of contractor and authorised representative from project civil. 11. next day loading permit shall be issued after submission of previous day dispatch slips to cpcl. 12. cpcl shall maintain the records of dispatch slips & unloading record slip for billing purpose. 13. cpcl will arrange to take photos at amullaivoyal / vaikkadu village site during unloading of each and every tipper to register date and time. 14.all the formats will be shared with the successful contractor on award of work. , transporting & disposing the surplus earth, concrete debris, rebar scraps including shrubs and vegetations from construction areato the designated area ( amullaivoyal / vaikkadu village ) outside the refinery premises up to a lead of 7 km including re excavating the deposited soil excavated earlier & stacked, transportation, loading, unloading, laying at all depths & heights, stackingcomplete with all liftsusing mechanical means ( hydraulic excavators / trucks ) / manuallyas directedby engineer in charge.minimum 8 nos.of truck to be mobilised at site daily as instructed by eic. ( note: the payment shall be made on quantities, measured on truck basis with 30% deductions for voids ) , supply of backhoe loaders, trenchers etc. like jcbon hire basis including fuel / oil / lubricantsfor collecting the debris and dumping it by excavating pits / spreading at designated places, levelling both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes. the quoted rate should include mobilization, operator crews / driver cost, loading, transporting, unloading, tools, tackles etc., as directed by the engineer in charge. , same as sl. no. 30 above, but for supply of poclain ( minimum pc 200 ) , same as sl. no. 30 above, but for supply of crawler mounted dozzer , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits, personal protective equipments andhand tools....

Chennai Petroleum Corporation Limited - Tamil Nadu

32450956 disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part a ) disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part a ) , note: the following guidelines to be strictly followed during execution of work : 1.truck / tipper / jcb / poclain / dozer / tractor or any other vehicles engaged for disposal of surplus earth / debris / muck etc.shall have valid registration certificate / permit documents. 2. the drivers / operators of vehicles / machinery i.e. truck / tipper / jcb / poclain / dozer or any other heavy vehicles / machinery engaged for disposal of surplus earth / debris / muck etc. shall possess valid heavy vehicle driving license. 3. ppe / safety norms of cpcl shall be followed strictly by the contractor at loading point in cpcl refinery premises / etp / ttp and at unloading / disposal site at cpcl land in amullaivoyal / vaikkadu villages. 4. the contractor shall collect the dispatch slip book from cpcl. 5. loading of surplus earth / debris / muck / concrete & brick debris etc. shall be carried out by the contractor with valid work permit from cpcl. 6. the contractor shall obtain clearance for each trip of loading in dispatch slip from cpcl. 7. contractor shall obtain cisf witness signature at the time of loading in cpcl premises. 8. dispatch slip shall be signed and stamped by the cisf at cpcl gate while leaving refinery / etp / ttp premises. 9. vehicle shall be allowed to enter amullaivoyal gate after signing the gate entry register by the security person deployed by cpcl admin. 10. after unloading at amullaivoyal, the dispatch slip and unloading record slip of cpcl shall be signed by the security person deployed by admin, truck driver, supervisor of contractor and authorised representative from project civil. 11. next day loading permit shall be issued after submission of previous day dispatch slips to cpcl. 12. cpcl shall maintain the records of dispatch slips & unloading record slip for billing purpose. 13. cpcl will arrange to take photos at amullaivoyal / vaikkadu village site during unloading of each and every tipper to register date and time. 14.all the formats will be shared with the successful contractor on award of work. , transporting & disposing the surplus earth, concrete debris, rebar scraps including shrubs and vegetations from construction areato the designated area ( amullaivoyal / vaikkadu village ) outside the refinery premises up to a lead of 7 km including re excavating the deposited soil excavated earlier & stacked, transportation, loading, unloading, laying at all depths & heights, stackingcomplete with all liftsusing mechanical means ( hydraulic excavators / trucks ) / manuallyas directedby engineer in charge.minimum 8 nos.of truck to be mobilised at site daily as instructed by eic. ( note: the payment shall be made on quantities, measured on truck basis with 30% deductions for voids ) , supply of backhoe loaders, trenchers etc. like jcbon hire basis including fuel / oil / lubricantsfor collecting the debris and dumping it by excavating pits / spreading at designated places, levelling both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes. the quoted rate should include mobilization, operator crews / driver cost, loading, transporting, unloading, tools, tackles etc., as directed by the engineer in charge. , same as sl. no. 30 above, but for supply of poclain ( minimum pc 200 ) , same as sl. no. 30 above, but for supply of crawler mounted dozzer , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits, personal protective equipments andhand tools....

Chennai Petroleum Corporation Limited - Tamil Nadu

32450955 disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part c ) disposal of surplus earth debris from manali refinery of cpcl to amullaivoyal / vaikkadu village ( part c ) , note: the following guidelines to be strictly followed during execution of work : 1.truck / tipper / jcb / poclain / dozer / tractor or any other vehicles engaged for disposal of surplus earth / debris / muck etc.shall have valid registration certificate / permit documents. 2. the drivers / operators of vehicles / machinery i.e. truck / tipper / jcb / poclain / dozer or any other heavy vehicles / machinery engaged for disposal of surplus earth / debris / muck etc. shall possess valid heavy vehicle driving license. 3. ppe / safety norms of cpcl shall be followed strictly by the contractor at loading point in cpcl refinery premises / etp / ttp and at unloading / disposal site at cpcl land in amullaivoyal / vaikkadu villages. 4. the contractor shall collect the dispatch slip book from cpcl. 5. loading of surplus earth / debris / muck / concrete & brick debris etc. shall be carried out by the contractor with valid work permit from cpcl. 6. the contractor shall obtain clearance for each trip of loading in dispatch slip from cpcl. 7. contractor shall obtain cisf witness signature at the time of loading in cpcl premises. 8. dispatch slip shall be signed and stamped by the cisf at cpcl gate while leaving refinery / etp / ttp premises. 9. vehicle shall be allowed to enter amullaivoyal gate after signing the gate entry register by the security person deployed by cpcl admin. 10. after unloading at amullaivoyal, the dispatch slip and unloading record slip of cpcl shall be signed by the security person deployed by admin, truck driver, supervisor of contractor and authorised representative from project civil. 11. next day loading permit shall be issued after submission of previous day dispatch slips to cpcl. 12. cpcl shall maintain the records of dispatch slips & unloading record slip for billing purpose. 13. cpcl will arrange to take photos at amullaivoyal / vaikkadu village site during unloading of each and every tipper to register date and time. 14.all the formats will be shared with the successful contractor on award of work. , transporting & disposing the surplus earth, concrete debris, rebar scraps including shrubs and vegetations from construction areato the designated area ( amullaivoyal / vaikkadu village ) outside the refinery premises up to a lead of 7 km including re excavating the deposited soil excavated earlier & stacked, transportation, loading, unloading, laying at all depths & heights, stackingcomplete with all liftsusing mechanical means ( hydraulic excavators / trucks ) / manuallyas directedby engineer in charge.minimum 8 nos.of truck to be mobilised at site daily as instructed by eic. ( note: the payment shall be made on quantities, measured on truck basis with 30% deductions for voids ) , supply of backhoe loaders, trenchers etc. like jcbon hire basis including fuel / oil / lubricantsfor collecting the debris and dumping it by excavating pits / spreading at designated places, levelling both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes. the quoted rate should include mobilization, operator crews / driver cost, loading, transporting, unloading, tools, tackles etc., as directed by the engineer in charge. , same as sl. no. 30 above, but for supply of poclain ( minimum pc 200 ) , same as sl. no. 30 above, but for supply of crawler mounted dozzer , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits, personal protective equipments andhand tools....

Chennai Petroleum Corporation Limited - Tamil Nadu

31968019 site grading and associated works for 9 mmtpa cbr project, nagapattinam, tamilnadu, india site grading and associated works for 9 mmtpa cbr project, nagapattinam, tamilnadu, india , mobilization & demobilization of equipments and personnel , site grading activities as listed below including all expenses towards mobilization at site and demobilization including bringing in equipment, work force, materials, dismantling the equipment, clearing the site etc. shall be deemed to be included in the prices quoted in sor items and no separate payments on account of such expenses shall be entertained unless otherwise specifically mentioned in sor / contract document. , site grading , earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc.in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc.,dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, compacting exposed natural soil to 90% of max. laboratory dry density as per is:2720 part vii, cutting of trees of girth upto and inclusive of 30cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, dressing, leveling, testing, etc. disposal of unserviceable materials outside the plant boundary limit as directed by engineer in charge. (measurement shall be taken in the cutting area only .disposal areas shall be arranged by contractor at hisown cost. the rate quoted shall include all royalties, right of way etc. complete.) , earthwork in filling with borrow earth for all heights and depths for site grading or at any other place as directed to proper levels, slopes, grades and camber with selected earth obtained from approved borrow areas for all leads from complex limit including excavation of earth at borrow areas, clearing and stripping at borrow areas (if necessary),loading, unloading, transportation etc. clearing and stripping at filling areas, cuttig of trees of girth upto and inclusive of 30cm (girth measured at a height of 1.0 m above ground level) including uprooting of vegetation, roots and disposal of the shrubs,bushes, roots etc., consolidating exposed natural soil to 90% of maximum laboratory dry density as per is:2720 part vii, breaking clods, spreading in layers not exceeding 30 cm loose thickness, watering, ramming and compacting with road roller to give at least 90% of max. laboratory dry density as per is:2720 part vii, testing the degree of consolidation, dressing and leveling, etc. complete, including disposal of all unserviceable materials if any beyond the plant boundary limits for all leads etc., as per drawings, specifications and directions of engineer in charge. (borrow/ disposal areas shall be arranged by contractor at his own cost. the rate quoted shall include all royalties, right of way etc. complete). , cutting of trees beyond 30 cm girth , felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots,transportation outside of owners battery limit, unloading and stacking at respective designated places as directed by the engineer in charge with all required man power, consumables, tools and tackles, machinery & equipments.royalty as applicable for disposal outside plant limits shall be borne by the contractor. (disposal area outside owners battery limit shall be arranged by contractor only) , beyond 30cm girth upto and including 60 cm girth , beyond 60 cm girth upto and including 120 cm girth , barbed wire fencing , supplying, fixing and tensioning in position 2.5mm, 2 ply, 4 points, gi barbed wire designation a 1 conforming to is:278 in horizontal rows and cross diagonals for compound wall y shaped overhang, barbed wire fencing, chain link fencing etc. with necessary gi staples, clips and pins, gi straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of engineer in charge.(the barbed wire shall be measured in linear length of the barbed wire actually fixed) , supplying, fabricating and fixing in position structural steel line posts, straining posts,struts for y shaped overhang etc. conforming to e250 grade of is:2062 for barbed wire/ chain link fencing or over brick/stone masonry/ rcc compound walls/ columns,cutting to required size as per drawings and specifications, welding where necessary,embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with m20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of engineer in charge.( all materials including cement shall be supplied by contractor) , supplying and fixing of hot dipped galvanized concertina wire (made as per following:diameter of the wire: 2.56mm, blade thickens: 0.53mm, blade length: 12.60mm, blade width: 12.73mm, avg. blade spacing 25.00mm, spacing of each ring / coil: 150mm,material for the central core wire shall be as per is:4454 part i grade sm and razor shall be as per is:513 grade d.d.) on longitudinal runs of barbed wires supported on angle iron frame over compound wall/chain link fencing for all height including supply of all materials and consumables (approved type), tools, scaffolding etc.required for fixing the wire complete in all respect as per specifications, standards,drawing and direction of engineer in charge.( weight of wire in straight condition shall be not less than 75 g/m and not more than 90g/m) for diameter of coil as per drawing. , chain link fencing , supplying, fabricating and fixing g.i. chain link fencing with 4.1mm (8 guage) dia wire pvc colour coated, 50x50mm diamond mesh chain link fence fabric conforming to is:2721 fixed to steel/rcc posts/struts above ground level, including supply of chain link fencing fabric in 1.9 metre wide rolls, stretcher rod,line wire,staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin staples, complete as per drawings, specifications and directions of engineer in charge (all materials shall be supplied by contractor ). (the measeuremnt shall be only for chain link fencing in linear basis for 1.9 m wide fencing fabric all inclusive of strecher rod,line wire and staples etc ). , supplying, fabricating and fixing in position structural steel line posts, straining posts,struts etc conforming to e250 grade of is:2062 for chain link fencing ,cutting to required size as per drawings and specifications, welding where necessary,embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, with all labour and material etc. complete as per drawings, specifications and directions of engineer in charge.( all materials including cement shall be supplied by contractor) , supplying and fixing in position gate anywhere within the plant boundary fabricated and manufactured out of steel ms pipe with box post and 50 x 50 x 8 chain link fabric mesh as per standard drawing no. 357891 mdr 000 ca 01 0221 suitably hinged embedded in cement concrete i.e. and locking arrangement etc. including painting etc. complete as per drawings, specifications and directions of engineer in charge. ( both side wicket gate in included) , roads & flexible pavement (upto wmm layer) , earthwork in filling with approved borrow earth for all heights and depths for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and stripping at borrow areas (if necessary) loading, unloading, transportation etc., clearing and stripping as per specifications, uprooting of vegetation, roots and disposal of the shrubs, bushes, roots etc., breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with road roller to give at least 97% of max. laboratory dry density as per is : 2720 part viii, providing and operating pol and operator charges of necessary road rollers and other equipment, providing testing apparatus and testing the degree of consolidation, dressing and levelling, etc. complete including disposal of all unserviceable materials if any beyond the boundary limit for all leads etc. as per drawings, specifications and directions of engineer in charge.the rate quoted shall include all royalties, right of way etc. complete. ( approved earth shall meet cbr requirement as per road drawing.) (borrow/disposal area outside owners battery limit shall be arranged by contractor only) , supplying and laying of stone aggregate (as per clause3.5.1 of 357891 mdr 000 cv sp 0009/grade ii of morth section 401) for sub base course tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form granular sub base of grade ii in one layer of 100mm compacted thickness to proper grade, camber and level, filling voids with screening &binding the surface with binding material of plasticity index up to 6.0 including cost of supply of screening &binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below subgrade / over existing roads etc. complete as per drawings, specifications and directions of engineer in charge. , supplying and laying of wet mix macadam (wmm) in sub base/ base course using tough, clean, sound & durable stone aggregates (as per clause3.5.2 of 357891 mdr 000 cv sp 0009/morth section 406) including premixing the material (mixing in plug mill/ pan type mixer), including transportation to site, laying & spreading in layers not exceeding 200 mm compacted thickness & rolling with vibratory roller 80 100 kn static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing & directions of engineer in charge. , providing and laying 50mm thick bitumen premix carpet including heating bitumen, mixing stone chips, grit, laying to proper grade and camber including preparation of surface, filling pot holes with premix chips, rolling premix carpet with 8 to 10 ton road roller, providing and rolling seal coat for high rainfall areas (over 150 cm/year) to proper grade and camber, spreading sand over finished surfaces including brushing and clearing wmm surfaces,spraying tack coat of bitumen, etc. complete including providing and running road roller etc. all as per drawings,specifications and directions of engineer in charge. (anti stripping agent is in contractors scope of supply) (50mm thick premixed carpet bitumen layer in two layers for the road portion, in 35mm and 15mm thickness respectively. first layer consists of 25mm and down size stone metal at the rate of 5.5 m3/100m2. also inclusive of 60/70 bitumen at the rate of 260kg/100m2. second layer consists of 12mm and downstone metal @ 2.0 m3/100 m2 and 60/70 bitumen of 110 kg/100 m2, including applying tack coat consisting of 60/70 bitumen @ 100kg/100m2 as per correct grade and camber and rolling sufficiently with 8 to 10t smooth wheel roller etc,complete.) , rcc pipe culverts & electrical road crossings etc. , supplying and laying in position rcc pipes with collars conforming to is:458 for pipe culverts, cable crossings etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement : 2 sand) curing etc. all complete as per drawings, specifications and directions of engineer in charge. for llowing class and internal pipe dia (mm) , ( pipe class np3 , dia (internal) 900 mm ) , ( pipe class np3 , dia (internal) 500mm ) , ( pipe class np3 , dia (internal) 350mm ) , supplying and laying in position pvc pipes conforming to is:4985 class i for cable crossings, including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. providing proper jointing as per code requirements or manufacturers recommendations etc. all complete as per drawings, specifications and directions of engineer in charge. for following nominal outside pipe dia (mm) (dia outer 160 mm) , supplying and fixing in the encasement concrete, cable crossing indicator, made out of 4mm thick ms triangular plate of size 150x150 mm welded to 16mm dia ms rod of approximately 1.5m length, painted with 2 coats of approved enamel paint over a coat of red oxide primer etc. complete. (all materials in contractors scope of supply). , misc. civil & structural works , excavation , earth work in excavation below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes,sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. , earth work in excavation below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting. , disposal , transporting and disposing the surplus earth and debris including shrubs and vegetations from construction areas to areas anywhere outside the plant boundary, including re excavating the deposited soil excavated earlier, loading,transportation, unloading, laying at all depths and heights, stacking, levelling anddressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. for carting on the basis of truck measurements (volume of truck reduced by 30% for voids).disposal areas outside plant boundary to be arranged by the contractor. royalty as applicable for disposal outside plant limits to be borne by the contractor. , lean concrete , providing and laying plain cement concrete for all depths below and upto plinth level in foundations, drains, fillings, non suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:4:8 by mass (1 cement: 4 coarse sand: 8 crushed stone aggregates/gravels) with 40mm and down size graded crushed stone aggregates/gravels. all materials including cement supplied by the contractor. , plain cement concrete (m20) , providing and laying plain cement concrete of m 20 grade with 20mm and down size graded stone aggregates for all depths below and upto plinth level in foundations, manholes, pipe sleepers, culverts, pipe beds, pipe encasements or any other place, including tamping, ramming vibrating, curing all as specified in any shape, position, thickness and finishing the top surface rough or smooth, etc. all complete as per drawings, specifications and direction of engineer in charge. (excluding the cost of shuttering) all materials including cement supplied by the contractor. , reinforcement cement concrete (m30) , providing and laying reinforced cement concrete of m 30 grade with 20 mm and down size graded crushed stone aggregates/ gravel in sub structure e.g.foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs,counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors,staircases, landings, steps, brackets etc.,including equipment/ machine foundations & pedestals viz. compressors, id & fd fans, pumps, generators, crushers, mills, etc.,(including single pour concreting as specified on the drawing), including cost of admixtures supply and application (bi polar concrete penetrating corrosion inhibiting admixture), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping,curing and rendering if required to give a smooth and even surface etc. (excluding the cost of reinforcement, shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. (sulphate resisting cement to be used in sulphur recovery and sulphur forming unit as directed by engineer in charge). all materials including cement, admixutre etc supplied by the contractor. , reinforcement cement concrete (precast) , manufacturing, transporting, supplying and erecting in position reinforced cement concrete precast elements such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of m 30 grade with 20mm and down size graded crushed stone aggregates/gravel, each unit beyond 1000 kg and upto and inclusive of 2000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, including cost of admixtures supply and application (bi polar concrete penetrating corrosion inhibiting admixture), vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 cement : 3 sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only m.s. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( cement : 3 coarse sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the cost of reinforcement ) and as directed.all materials including cement, admixture etc supplied by the contractor. (sulphate resisting cement to be used in sulphur recovery and sulphur forming unit as directed by engineer in charge). , manufacturing, transporting, supplying and erecting in position reinforced cement concrete precast elements such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of m 30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 2000 kg and upto and inclusive of 4000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, including cost of admixtures supply and application (bi polar concrete penetrating corrosion inhibiting admixture), vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 cement : 3 sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only m.s. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( cement : 3 coarse sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the cost of reinforcement ) and as directed. all materials including cement, admixture etc supplied by the contractor. , manufacturing, transporting, supplying and erecting in position reinforced cement concrete precast elements such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of m 30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 4000 kg and upto and inclusive of 6000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, including cost of admixtures supply and application (bi polar concrete penetrating corrosion inhibiting admixture), vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 cement : 3 sand) to give a smooth and even surface, or non skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only m.s. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 ( cement : 3 coarse sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the cost of reinforcement ) and as directed. all materials including cement, admixture etc supplied by the contractor. , centering and shuttering , providing and fixing centering and shuttering in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, noncircular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for straight/ inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. , providing and fixing centering and shuttering for curved shuttering in foundations in all types of structures such as chimneys/ shafts/ silos/ tunnels/bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, etc. for all depths below and upto &inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for straight/ inclined shuttering, keeping necessary provision for inserts,projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed. , cement plaster , providing plain cement plaster in cement mortar (1 cement:4 fine sand by volume) on masonry, pcc/ rcc including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all rcc/ pcc and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with g.i. u type nails before plastering. ordinary plain cement plaster average 15mm thick 1:4 (1 cement : 4 sand). cement supplied by the contractor at their cost. , rubble pitching , supplying and laying 300mm thick dry random rubble pitching for embankments, road side slopes, holding ponds, bunds, drains, reservoirs, channels or at any other place as directed including preparation of subgrade for pitching by dressing the surface to required slope and shape, temping, etc complete as per drawings specifications and direction of engineer in charge. , on horizontal surfaces , on sloped surfaces , brick masonry , providing and laying brick masonry with bricks of class 5.0 in cement mortar 1:6 (1 cement : 6 sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. all materials including cement supplied by the contractor. , providing and laying brick masonry with bricks of class 5.0 in cement mortar 1:6 (1 cement : 6 sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. all materials including cement supplied by the contractor. , anchor bolt , supplying, fabricating, fixing and keeping in position at all levels and locations threaded anchor bolts of all diameters and nomenclature including nuts,washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting,straightening if required, turning from relevant size m.s. rounds torequired diameter,threading, welding, providing necessary templates and auxilliary dummystructures, ifany, necessary tying and welding with reinforcement, adjustment ofshuttering &reinforcement/any other fixture, greasing exposed metal surfaces,covering bolts andpacking the sleeves with jute cloth etc. all complete as as per drawings, specifications and directions of engineer in charge.(supply of all materials in contractors scope) grade grade e250 quality br/b0 conforming to is: 2062 , brick lining/pitching , providing and laying brick on edge lining/pitching with clay brick of class 5.0 as per is: 1077 /pulverized fuel ash lime brick shall be of class 5.0 as per is: 12894, in herring bone pattern in 1:4 cement mortar (1 cement : 4 coarse sand) for storm water ditches, road side slopes, shoulders, pavements etc. including curing, raking out joints 12mm deep, providing flush cement mortar 1:3 (1 cement : 3 coarse sand), curing etc. complete as per drawings, specifications and directions of engineer in charge.the quoted rate shall be inclusive of all materials (cement,sand aggregates etc) ,labours, tools and tackles. on horizontal surface , providing and laying brick on edge lining/pitching with clay brick of class 5.0 as per is: 1077 /pulverized fuel ash lime brick shall be of class 5.0 as per is: 12894, in herring bone pattern in 1:4 cement mortar (1 cement : 4 coarse sand) for storm water ditches, road side slopes, shoulders, pavements etc. including curing, raking out joints 12mm deep, providing flush cement mortar 1:3 (1 cement : 3 coarse sand), curing etc. complete as per drawings, specifications and directions of engineer in charge.the quoted rate shall be inclusive of all materials (cement,sand aggregates etc) ,labours, tools and tackles. on iinclined surface , steel reinforcement , supplying and placing in position high yeild strength deformed steel bars reinforcement of grade fe500d tmt conforming to is:1786, for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. supply of all material in contractors scope. , demolishing & dismantling , demolishing rcc work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere outside the plant boundary, all complete as specified and directed. disposal areas outside plant boundary to be arranged by the contractor. royalty as applicable for disposal outside plant limits to be borne by the contractor. (excavation & backfilling shall be paid separately under relevant items). , demolishing stone masonry work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning and stacking of all the demolished material at a designated location anywhere within the plant boundary, all complete as specified and directed for further processing in mechanical crushers for generating ra/ rca as per the specifications. (excavation & backfilling shall be paid separately under relevant items). , demolishing stone masonry work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning and stacking of all the demolished material at a designated location anywhere within the plant boundary, all complete as specified and directed for further processing in mechanical crushers for generating ra/ rca as per the specifications. (excavation & backfilling shall be paid separately under relevant items). , dismantling of wbm / wmm, including supply of all tools and tackles, labours, taking all necessary safety precautions etc., stacking of serviceable / unserviceable material, disposal of the unserviceable material anywhere outside the plant boundary etc. all complete for all levels, leads as specified and directed by engineer in charge. (disposal areas shall be arranged by the contractor at his own cost. the rate quoted shall include all royalties, right of way etc. complete.). , main steel entrance gate , providing and fixing in position steel entrance gates (with owners logo) consisting of 40mm x 80mm x3.2mm m.s. tubular frame, 80mm x 40mm x 3.2mm rectangular m.s. hollow sections & 32x32x2.6 mm ms rectangular hollow sections, both horizontal & vertical members welded to the framework and intermediate curved rectangular hollow section as per standard design, locking arrangement, 25mm thick, 75mm dia m.s. wheel with ball bearing including fixing the gate to rcc/ masonry by m.s. hinge arrangement (fabricated/ machined as per detail) and m.s. hold fast (25 x 6 x 200mm long) groutedwith m 20 grade concrete, providing and fixing m.s. pivot, 50mm x 50mm x 6mm m.s. tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per drawings (357891 mdr 000 ca 01 0226)and specifications and direction of engineer in charge. , area clearing and stripping work , clearing the area of grass ,vegetation, wild growth, bushes, trees and plants upto 30 cm girth measured at a height of 1.0m above ground level from road side berms under pipelines and structures, tank farms, drains, yards etc by uprooting/scrapping completely from ground and making good the area, collecting all uprooted vegetation etc., abandoned electrical wires / cables / fittings / fixtures inclusive of loading, transportation outside of owners battery limit, unloading and stacking at respective designated places as directed by the engineer in charge. job is also inclusive of providing all necessary machinery, equipments, tools & tackles, consumables etc. all complete as per specifications and directions of the engineer in charge. royalty as applicable for disposal outside plant limits shall be borne by the contractor. (disposal area outside owners battery limit shall be arranged by contractor only)...

Chennai Petroleum Corporation Limited - Tamil Nadu

31876821 renovation works in leb control room in manali refinery of cpcl, phase i , earth work in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, manually for depth upto 1.5m under floors, including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lines electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling m sand of specified quality underfootings, etc. for all depthsincluding the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete ( pcc ) 1:4:8 with 40mm & down size graded aggregate for levelling course / fill under flooring etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting, in any shape, level, thickness, position and finishing the surface smooth / rough etc., complete as directed by engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level , under flooring etc. including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for allheightsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 ( 1 cement : 4coarse sand ) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrick masonry / concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades / coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty ( as per manufacturers recommendations ) sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square / round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level, including preparing the surface for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying of premium quality glazed vitrified tiles of size 800x800of kajariaor approved equivalent, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste / grout mixed with colour pigments matching the shade of tiles, 4skirting all around as per drawing , along with material costs, tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge as per drawing. , providing and fixing 84c type lineal aluminium false ceilingsystem consisting of 84mm wide, 12.5mm deep panels of approved colour, roll formed out of 0.5mm thick aluminium alloy 3105 / 3005 / 5052 ( as per astm 209m ) , with prongs to hold the panels in a module of 100mm, including suspending carriers from roof by 4mm dia galvanized steel wire hangers, with height adjustment clips made of spring steel, at max. 1.2m c / c, fixing the hangers to roof by `j hooks and inserts, perimeter angles including providing slit openings for fixing supply / return air grill, lighting fixtures, ac ducts etc. all complete including labour, tools and tackles etc. as directed by engineer in charge , providing and fixing aluminium work for fixed portion of aluminium doors, windows, ventilators and partitions made from powder coated aluminium ( minimum thickness of powder coating 50 micron ) with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p.brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. , same as item no.190 above but for fixed portion of aluminium door / partition without powder coating and anodizing. , same as sl.no: 190 above, butfor shutter of doors, windows & ventilators ( including fittings as per requirement ) made from powder coated aluminium ( minimum thickness of powder coating 50 micron ) including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required. , same as item no.210 above, but for shutter portion without powder coating / anodizing. , providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge. , providing and fixing 12mm thick prelaminated particle board with decorative lamination on one side and balancing lamination on other side; flat pressed three layer or graded wood particle board, in panelling fixed in aluminium doors, windows , shutters and partition frames with chromium platted ( cp ) brass / stainless steel screws etc. complete as perdirections of engineer in charge. , false flooring: providing and installing / fixing in position 600mm 1000mm high truly levelled and aligned cavity / false flooring system having load bearing capacity of uniformly distributed load of minimum 2025 kg / sq.m. and point load of 675 kg., the system consisting of: ( i ) sub structure / pedestal assembly ( designed for speedy assembly / removal for relocation / maintenance ) of zinc electro plated steel comprising of: a. 90mm x 90mm x 4mm embossed pedestal head attachment mechanically riveted to a 90mm long, minimum 19mm dia threaded bright m.s. rod stud with check nuts for level adjustment ( for upto 25mm ) and arresting vertical movement, anti vibrational pvc cap ( for panel and stringer location ) , b. crca ( electrical resistant welded ) pedestal of 32mm dia ( od ) , 2mm thick pipe mechanically reduced to four ribs at top to accommodate head assembly, mechanically locked to maintain true plumb welded to pedestal base plate. c. pedestal base plate 150mm x 150mm x 4mm thick ( with stiffening folds ) fixed / anchored to main concrete floor @ 600mm c / c both ways ( for installing flooring tiles ) by means of adhesive or fastener as recommended by manufacturer. ( ii ) stringers of minimum sectional size 20mm x 32mm x 1.2mm made of hot dip galvanized steel cold rolled construction with ribs embossed on 3 sides ( designed for strength, lateral stability, rolling loads and to support panels on all four sides for alignment ) , having counter sunk holes at both ends for fixing to pedestal head assembly with m6 machine screws. ( iii ) removable and re usable floor panels of size 600mm x 600mm made of all steel welded construction ( cleaned, degreased and phosphated with 11 tank process, finished with 40 60 micron epoxy coating ( and, heated to achieve adhesion to the panel surface and corrosion resistance ) with bottom surface consisting of multiple hemispherical and reverse cones and top plain sheet ( fuse welded at 129 locations ) to form an enclosed panel of an overall depth 37mm; the inner empty core of the panel injected with light weight fire retardant, noncombustible cementitious compound ( at high pressure to fill all crevices of the panel ) , each panel finished on topwith2mm thick anti static pvc tiles conforming to bs : 2050, table 2, is 3461 / 3462 in approved design / shade / texture ; fixed to flooring panel by means of approved adhesive; the edges of the finished panels provided with conductive pvc edge trim 5mm wide on all sides ( mechanically locked and sealed in place ) . the item also includes:i ) providing and fixing all accessories like screws, bolts, adhesive etc. as per manufacturers specifications. ii ) making necessary adjustment in grid dimensions, stringer lengths, floor panel dimensions etc. at ends or centre ( to cater to specific room sizes ) or at panels locations, as required. iii ) cutting of floor panels as required at ends.iv ) treating the underneathfloor with one component polyurethane floor coating etc. all complete.v ) providing additional steel structural supports / pedestal assembly at edges, cut outs etc. as required.vi ) providing all necessary accessories such as outlet boxes, grommets, panel lifters ( at least one for each building ) as required etc. all complete. , making necessary openings of 100 mm diameter in rccwallsusing core cutting method, including supply of all tools and tackles necessary arrangements etc., cutting lapping / welding of reinforcement bars as directed by engineer in charge. , same as item no.260 above, but for 150 mm dia.opening , same as item no.260 above, but for 200 mm dia.opening. , making cut outs in rcc slab / wall upto a thickness of 400mm ( taking all necessary safety precautions ) by vibration less spark free mechanical means like corecutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material wihtin the refinery premises upto a lead of 3km , plastering & finishing the cut surfaces, all complete as specified and directed by the engineer in charge ( measurement on plan / elevation area basis ) . , chipping of rcc work ( taking all necessary safety precaution ) by chiselling for thickness more than 100mm for all heights & depthsincluding supply of all tools & tackles, scaffolding, propping, underpinning, etc. exposing, cutting, lapping / welding the reinforcement bars as per drawings & cleaning the same by wire brushing, washing the exposed surfaces, disposal of the unserviceable material to spoil heaps within the refinery premises upto a lead of 3km, all complete as specified and directed by engineer in charge. , installation of existing aluminium partitionincluding frames & shutters and single door availabe at the location at designated places including sealing the gaps with polysulphide sealant, with all fittings, supply of all tools, labouretc. complete as directed by engineer in charge. , demolishing reinforced cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including, cutting, straightening, scrapping of rebars and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing plain cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing brick masonry work in lime or cement mortar ( taking all necessary safety precautions ) for existing wall inside control room including the wall panelling all complete, manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , demolishing of gypsum / pop / tiled / thermocol false ceiling ( taking all necessary safety precautions ) for all heights above floor level including supply of all labours, tools & tackles, providing necessary scaffolding, propping, underpinning, temporary supports etc., as per the instruction of engineer in charge, cleaning and stacking of serviceable material like aluminium frames at destined location / cpcl storage yardwithin the refinery area and disposal of unserviceable material atdesignated place upto 3 km lead within the refinery premises as per specification and directions of engineer in charge. , demolishing of tile work in floors & walls laid in cement mortar for thickness upto 25mm ( taking all necessary safety precautions ) manually / by mechanical means including supply of all tools and tackles, propping, underpinning, cleaning the siteand disposal of unserviceable materialatdesignated place upto3 km lead within the refinery premises as per specification and directions of engineer in charge. , dismantling doors, windows, ventilators, partitions / false flooring ( aluminium / steel / wood etc. ) including removing frame, shutterschowkhats, architrave, holdfasts, tiles etc. all complete including supply of all tools & tackles, stacking material, transporting, loading & unloading and handing overto scrap yard / stores within refinery premisesas specified and directed by the engineer in charge. , dismantling doors, windows, ventilators, partitions ( aluminium / steel / wood ) including removing frame, shutterschowkhats, architrave, holdfasts etc. all complete including supply of all tools & tackles, stacking material at nearby designated places for reusing within the buildingas specified and directed by the engineer in charge. , repairs to existing rcc beams, columns & slab including chipping and dismantling & removing of loose particles applying cement paste, raking out joints, applying epoxy resin for bonding fresh cocrete to old concerete, filling void portionwith concrete 1:1:5:3 concrete ( 1cement:1.5 m sand :3 stone agrregates 12mm size ) making good as same, including formwork, curing, staging, working platforms labours, tool and tackles all complete as per specifications and directions of engineer in charge. , supply of unskilled labourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

31872347 piling and civil works for foundation of 206 e 117 ( trim cooler ) in refinery 3 at cpcl manali refinery piling and civil works for foundation of 206 e 117 ( trim cooler ) in refinery 3 at cpcl manali refinery , pilling and foundation works 206 e 117 , construction ( boring, providing and installing ) of bored cast in situ reinforced cement concrete straight shafted piles of 500 mm diameter and specified length below the pile cap with m35 grade concrete, using sulphate resisting portland cement of approved make conforming to is:12330 ( latest rev ) with a minimum cement content of 400kg / cum and stone chips of 20mm and down size, through all types of strata for supporting vessels foundation and to carry a safe working load not less than specified including conforming that pile rests on end strata having n>100 , excluding the cost of steelreinforcement but including the cost of cement ( src ) , boring with rotary / percussion type drilling rigs using direct / reverse mud circulation method, hydraulic operated grab, maintaining borehole sides in position by bentonite slurry by direct mud circulation method, tremie concreting and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap, etc.including shifting of plant and equipment from one pile location to another, supply of necessary material including admixtures, plasticizers, if required ( quantity as per mix design report recommendation ) , mobilizing & demobilizing of required number of piling / boring rigs & ancillary equipments, tools & tackles, labor & carry out any ancillary work adjacent to piling work, disposal of surplus materials including earth, muck etc. from boring operation up to a distance of 10 km outside the refinery premises at amullaivoyal or north of cpcl polytechnic site etc., all complete as per specifications, drawings and directions of engineer in charge. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe500 ) , for 500mm dia rcc bored cast in situ piles for full length of pile, with helical ties, including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding it in positionby 16 swg black soft annealed binding wire, at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, inner rings welding to main longitudinal rods to form a rigid cage for all heights and depths, guide bar etc. complete as per the specifications and directions of engineer in charge. , cutting the heads of r.c.c. piles of 500 mm dia and upto cut off level including exposing / cleaning, bending of the reinforcement, making site clean for casting of pile cap , removal and disposal of debris at designated place outside refinery up to a leadof10 km at amullaivoyal or cpcl polytechnic site, etc. all complete as per the specifications and directions of engineer in charge , earthwork excavationby mechnical / manual means below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris, removal of surface / rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required, providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables , ows / crws pipes, chambers, storm water drain walls etc; all complete as directed by engineer in charge. , same as item no:50 above but for depths beyond 1.5m and upto 3m. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area within the refinery premises up to a lead of 3km including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling approvedm sand of specified quality under floors, foundations, pile caps etc. for all depths & heights including cost of sand, royalties, taxes, handling, loading, unloading, transportation to site for all leads & lifts, stacking, spreading in layers of loose thickness not exceeding 150mm, watering, ramming, compacting with mechanical compactors and / or other equipment to the specified levels , including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation, all complete as per drawings, specifications and directions of engineer in charge. the rates shall be inclusive of the cost of labour, tools and tackles, etc. all complete. , providing, mixing and laying of pcc 1:4:8 ( 1 cement: 4 m sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate andordinary portland cement 53 grade for any thickness belowfoundations, pile cap, raft, grade slab etc.including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing and laying in position ready mixed m 35 grade concrete ( using opc 53 grade ) for reinforced cement concrete work, with minimum cement content as 400 kg / cum excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per is : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the engineer in charge. contractor must submit manufacturers batching report along with each batch of concrete. cost of cement is included in contractors scope. all works in substructure upto plinth beam level. , same as sl. no. 110 above, but for all works in superstructure at all heights above plinth beam level. , providing and fixing centering & shuttering in sub structures for all depthsand upto 1.5m above ground level including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe 500 ) , for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks, scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of engineer in charge. , proividing plain cement plaster of 15 mm thickness in cement mortar 1:4 ( 1 cement: 4 m sand ) on brick wall surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing, cement cost etc. for all heights complete and as directed byengineer in charge. , supplying, fabricating, fixing and keeping in position at all levelsand locations threaded m.s. anchor bolts of all diameters and nomenclature including nuts, washers, anchor plates, washer plates, closure plates, pipe sleeves etc. in foundations, pedestals, etc. as directed includinghandling & transporting, straightening if required, turning from relevant size. m.s. rounds to required diameter, threading, welding, providing necessary templates and auxillary dummy structure, if any, necessary tying and welding, providing necessary templates and auxillarydummy strucutres, if any, necessary tying and welding with reinforcementbars, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeveswith jute cloth etc. all complete as per drawing and specification anddirection of engineer in charge. , demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials to the designated place within the refinery premises as directed andincluding breaking into pieces, all labor, tools, etc. complete. , demolishing plain cement concrete in foundation / super structure including disposal of unserviceable materialto the designated place within the refinery premises as directedincludingall labor, tools, etc. complete. , dismantling rcc work by ( taking all necessary safety precautions ) manually / by mechanical means for all depth and height, below and above plinth level including supply of tools & tackles, necessary sc affolding, propping, cutting reinforcement bars, breaking into pieces, all labor, etc., cleaning and disposal of unserviceablematerial to the designated place and returning the scrap reinforcements to scrap yard within the refinery premises as per instruction of engineer in charge, all complete. , providing and laying reinforced cement concrete work 1:1.5:3 ( 1 cement , 1.5 fine aggregate ( m sand ) , 3 stone aggregate 20mm nominal size ) in foundation and plinth including machine mixing, curing, consolidatingwith vibrator etc. complete as per instruction of engineer in charge excluding cost of shuttering and fabrication of reinforcement. , providing and laying reinforced cement concrete work 1:1.5:3 ( 1 cement , 1.5 fine aggregate ( m sand ) , 3 stone aggregate 20mm nominal size ) for super structure at all levels including machine mixing, curing , consolidating with vibrator etc. complete as per instruction of engineerin charge excluding cost of shuttering and fabrication of reinforcement. , wet mix macadam: providing, laying, spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm ) to wet mix macadam ( wmm ) specificationincluding premixing the material with water at omc in forall leads & lifts, laying in uniform layers with mechanical paverfinisher in sub base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer in charge. , providing & filling in joints bitumastic sealing compound 12 mm width x25 mm depth of approved make conforming to is:1834 : 1984 grade a including one coat of primer as per manufacturer’s specifications , drawings & as directed by engineer in charge. , providing & fixing in position bitumen impregnated board 12 mm thk. of approved make premoulded bituminous expansion joint filler boards conforming to is:1838 p1 / 1983 in joints including application of primer as directed by engineer in charge. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver, assistant / fuel / oil / lubricants / all consumables etc. complete. the quoted rate should include mobilization, operator crews / driver / assistant cost, tools, tackles etc., as directed by the engineer in charge. , supply of unskilled class labour to carry out petty works not assessable for measurements / minor repair works, on day to day basisduring the cpcl general shift hours ( 0730 1600 hours ) on all regularworking days from monday to saturday. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. payment for part of the day will be made on pro rata basis. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfilling as required, etc. complete as per specifications and as directed byengineer in charge. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

31710300 tender for miscellaneous civil and structural works for coke handling system in manali refinery of cpcl miscellaneous civil and structural works for coke handling system in manali refinery of cpcl , earthwork excavation in all types of soil depth up to 1.5 m, including soft or hard murrum, but excluding sofr and hard rock, using mechanical means ( hydraulic excavators ) / manually including clearing away of vegitations, shrubs and debris, cutting and dressing of slides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated materials within a lead of 100m, as directed including shoring and strutting and providing temporary supports to existing service lines like water pipes, product pipes, sewage pipes, electric overhead and underground cables, cable trenches, etc. all complete as per the specifications and directions of engineer in charge. , same as item no. 10 above, but for depth beyond 1.5m and upto 3.0m. , providing & laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) , etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors, etc., complete as per drawings, specifications and as per the directions of engineer in charge. , providing, mixing and laying of pcc 1:4:8 nominal mix using 20 mm and downgraded coarse aggregate and using opc ( 53 grade ) for any thickness for all depths below raft, pile cap, etc., including shuttering, tamping, ramming, vibrating, curing, etc., all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position reinforced cement concrete ( rcc ) of grade m35 with 20mm and down graded coarse aggregates and minimum cement content of 400kg / cu.m as per is 456:2000 using 53 grade ordinary portland cement in sub structure for all depths upto 450mm from ground level along with cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash, etc. including single pour concreting as specified in drawing, ( excluding the cost of reinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position reinforced cement concrete ( rcc ) of grade m30 with 20mm and down graded coarse aggregates and minimum cement content of 330 kg / cu.m; as per is 456:2000 using 53 grade ordinary portland cement in super structure for all heights above 450mm from ground level ( upto and inclusive of 20m ) including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing, mixing andlaying in position reinforced cement concrete ( rcc ) of grade m20 with 20mm and down graded coarse aggregates and minimum cement content of 330 kg / cu.m; as per is 456:2000 using 53 grade ordinary portland cement for grade slab including tamping, screening ( if & as specified in drgs ) to achieve a smooth surface and proper slope without additional finish along with cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chafering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc. ( excluding the cost of reinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing and fixing formwork in sub structure for all depths and height upto 450mm above ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by engineer in charge. , providing and fixing formwork in super structures for all heights above 450mm from ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by engineer in charge. , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500d for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in super structure with bricks of class 5.0 in cement mortar 1:4 ( 1 cement:4 m sand ) for all heights including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam / slab, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in sub structure with bricks of class 5.0 in cement mortar 1:6 ( 1 cement:6 m sand ) for all depths including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level, curing, excluding plaster, etc. all complete as per specifications, and as directed by engineer in charge. , providing 15mm thick cement plaster in cement mortar 1:4 ( 1 cement:4 m sand ) on brickmasonry, pcc / rcc surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curingincluding mouldings and providing grooves in plaster, bands, mouldings, etc. as specified for all depths and heights including labour charges, tools and tackles, material costs, etc. as per specifications and as directed by the engineer in charge. , providing 20mm thick cement plaster in 2 coats, 1st coat of 12 mm thick in cement mortar 1:4 ( 1 cement : 4 m sand ) & 2nd coat of 8 mm thick in cement mortar 1:4 ( 1 cement : 4 m sand ) plain cement plaster outside / inside the building / boundary wall finished to a smooth finish including providing grooves at junctions of two dis similar materials all complete as directed by eic. , providing 6mm thick cement plaster in cement mortar 1:3 ( 1cement:3 m sand by volume ) on roof ceilings, concrete surfaces including preparation of base, cleaning, chipping, packing of electrical works, scaffolding, finishing, curing, etc. for all heights complete with all labour charges, material costs, tools and tackles, etc. as per specifications and as directed by the engineer in charge. , providing & applying interior paint one coat of emulsion primer & filling services, if any with putty & applying two coats of acrylic distemper paint of asian / approved equivalent make, as per the manufacturer’s specifications including necessary scaffolding, brushing, cleaning & surface preparation with plaster of paris punning, etc. complete as per specifications, drawings and as directed by engineer in charge. , providing and applying textured granular type wall coating of bakelitehylam ltd. or approved equivalent, consisting of twin pack fine gradesilica granules / dry flakes made of special grade of china clay / granite type flakes of heritage or equivalent in approved shade and texture;mixed in situ with 100% acrylic polymer bonding agent; applied overplastered surfaces; the granules / flakes etc., bonding material, mixing, method of application, surface preparation etc. all shall be as per manufacturers recommendations and specifications all complete as directed by engineer in charge. , providing and applying three coats of approved white wash ( comprising of fat lime, water, gum with hot water and sodium chloride with hot water ) in interior surfaces as per the specifications including necessary scaffolding and surface preparation, etc., complete as per specification and as directed by engineer in charge. , supplying and applying two coats of premium acrylic emulsion exterior paint of required shade and including surface preparation, a priming coat with emulsion primer of approved brand as same as final coat including cleaning, removing dust, filling all holes, cracks and depressions with wall putty, necessary scaffolding, etc., all complete as per specifications and directions of engineer in charge. , providing and laying water proofing membrane to roof of atacticpoly propylrnr ( app ) with non woven polyster reinforcement having thin poly ethylene foil of approved quality inculding cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturers specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. ( the thickness of atactic poly propylene ( app ) membrane to be considered as 4.0mm ) , providing and fixing tray type aluminium plank false ceiling consisting of 254 / 305mm x 1264mm or 600mm x 600mm size aluminium planks ( profiled for positive engagement into clip in profiles and demounting of individual planks ) manufactured out of 0.7mm thk. aluminium alloy 3105 / 3005 / 5052 ( as per astm 209m ) with stove enamelled ( coil coated ) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvnized steel clip in main runner profiles ( @1264m or 600mm as per plank size ) supported by and including 0.5mm thk. 25mm x 16mm gi suspension angle, 1mm thk. 25mm x 34mm x 76mm crca zinc plate steel ceiling brackets ( @ max. 1264mm c / c or 600mm as per profile ) fixed to roof slab / beam, 0.5mm thk. 40mm wide, 105mm high g.i> hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply / return air grill, lighting fixtures, ac ducts etc. all complete. , providing and fixing pressed steel door and window frames ofsize ( assorted size out of ) overall 125mm x 60mm section, of required profile confirming to is: 4351, made of 16 swg pressed steel including / consisting of: i ) 3 mm thick ms flat spacers welded to frame @500 mm c / c and at hold fast locations. ( ii ) filling the hollow frame section with concrete. ( iii ) ms angle ( 20mm x 20mm x 3mm ) horizontal tie member below floor furnish ( iv ) ms hold fasts ( 200mm x 25mm x 6mm ) welded to spacers. ( v ) fixing to masonery ( by grouting the holdfasts with m 15 grade concrete in minimum 250mm x 100mm x 100mm sized hole ) / fixing to rcc ( bu minimum 100mm long, 12mm dia metallic counter sunk anchor fasteners ) vi ) ms pad plates ( 40mm x 150mm x 3mm ) & gi mortar gaurd welded to frame at hinge and other hardware locations. vii ) metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing ( synthetic enamel painting / electrostatic powder coating / polyurethane ( pu ) coating ) , making true alignements and surface etc. all complete. note: 1 ) cumulative length of all horizontal and vertical frame members shall be measured for payment. frames painted with polyurethane ( pu ) paint coating over epoxy primer. , providing and fixing pressed steel sheet door shutter made of 18 swg galvanized pressed steel sheet bent to form hollow box of 40mm overall thickness; and consisting of / including; ( i ) 3 mm thick ms flat all along perimeter ( ii ) packing the shutter with mineral wool ( 48 kg / cum ) without gap ( iii ) strengthening with 18 swg gi vertical stiffeners@200 c / c ( iv ) 3 mm thick ms pad plates welded inside at required locations for fixing of hardware etc. ( v ) fixing to door frame by 100 mm long ss 304 grade heavy duty ball bearing hinge @ 600 c / c maximum ( vi ) hardware and vision panel as required. ( vii ) grinding and smoothening of welding, cleaning, finishing ( synthetic enamel painting / polyurethane ( pu ) coating / electrostatic powder coating ) , making true alignments and surfaces etc. all complete. notes : only the net shutter ( s ) area shall be measured for payment. single shutter painted with electrostatic powder coating with following hardware: ( i ) over head hydraulic door closer ( heavy duty ) . ( ii ) ss 304 grade 16mm dia 250mm long aldrop on both sides of shutter. ( iii ) spring loaded heavy duty door stopper ( iv ) ss 304 grade 19mm dia.200 mm long handle on both side of shutter. ( v ) 10mm dia ss 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height ) . , providing and fixing pressed steel sheet door shutter made of 18 swg galvanized pressed steel sheet bent to form hollow box of 40mm overall thickness; and consisting of / including; ( i ) 3 mm thick ms flat all along perimeter ( ii ) packing the shutter with mineral wool ( 48 kg / cum ) without gap ( iii ) strengthening with 18 swg gi vertical stiffeners@200 c / c ( iv ) 3 mm thick ms pad plates welded inside at required locations for fixing of hardware etc. ( v ) fixing to door frame by 100 mm long ss 304 grade heavy duty ball bearing hinge @ 600 c / c maximum ( vi ) hardware and vision panel as required. ( vii ) grinding and smoothening of welding, cleaning, finishing ( synthetic enamel painting / polyurethane ( pu ) coating / electrostatic powder coating ) , making true alignments and surfaces etc. all complete. notes : only the net shutter ( s ) area shall be measured for payment. double shutter painted with electrostatic powder coating with following hardware: ( i ) over head hydraulic door closer ( heavy duty ) . ( ii ) ss 304 grade 16mm dia 250mm long aldrop on both sides of shutter. ( iii ) spring loaded heavy duty door stopper ( iv ) ss 304 grade 19mm dia.200 mm long handle on both side of shutter. ( v ) 10mm dia ss 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height ) . , providing and fixing in position plastic doors ( with door frames ) , of uv stabilized compounds of pvc ( sintex or approved equivalent ) , consisting of 53 x 60mm l shaped door frame ( blr53 of sintex or equivalent ) , 33 x 47mm shutter frame ( dwuf 306 of sintex or equivalent ) , 30mm thick in fill panel slats, complete as per manufacturers specifications and recommendations, including all fittings, fasteners, fixtures, sealing periphery with polymeric sealant etc all complete. , providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded build up standard tubular sections / appropriate z sections and other sections of approved make confirming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions i.e. at top, bottom and sides with required epdm rubber / neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for galzing / paneling, c.p. brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. ( glazing, paneling and dash fasteners to be paid for seperately ) ; for shutters of doors, windows & ventilators made from powder coated aluminium ( minimum thickness of powder coating 50 micron ) including providing and fixing hinges / pivots and making provision for fixing of fittings whereever required including the cost of epdm rubber / neoprene gasket required ( fittings shall be paid for separately ) , providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with epdm rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge. ( cost of aluminium snap beading shall be paid in basic item ) , supplying, transporting, storing, fabricating and fixing in position ms steel inserts ( with lugs ) as shown in drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain, reinforced cement concrete members inclusive of adjusting shittering & reinforcement / any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, & painting with one shop coat of inorganic zinc silicate primer ( 30 micron dft ) and finishing with two coats of anti corrosive paint ( 20 micron dft each coat ) brand and colour, etc complete as per drawing, specification and direction of engineer in charge. , providing, straightening, fabricating curb angle as per drawing including hold fasts ( ms round or flat ) welded to angles and fixing, painting with one coat of anti corrosive primer complete as per drawings and specifications. , supplying, assembling and installing 1000mm high stin finish stainless steel ( ss 304 grade ) tubular railing of approved design in staircase, ramps, around floor cutouts etc. consisting of :1.50mm dia ss pipe top handrail 2. 32mm dia ss pipe balusters ( at every third step for staircase, @ maximum 1200mm c / c for ramp, floor cutouts ) 3. 3 nos minimum 18mm dia ss pipe intermediate handrails. including: 1. fixing balusters to floor with 4 nos bolts and 8mm thick, 100mm dia ss base plate & ss cap / collar. 2. fixing top hadrail to the balusters with 12mm dia plate. 3. fixing intermediate handrails to the balusters with 12mm dia ss bar connector. 4. all endcaps, decorative caps over balusters, necessary bending, welding, polishing of all weld joints ( lenght of top handrail shall be measured for payment ) . , construction of brick masonery ( brick class 5 ) inspection chambers / manholes of 750mm x 750mm internal size 1000mm deep ( max. ) in cement mortar 1:4 ( 1 cement : 4 sand ) with ci frame and cover 500mm clear dia, ( circular medium duty of grade md 10 ) confirming to is:1726 fixedon rcc slab of m 30 grade, necessary excavation, supplying, fixing 4 nos. 16mm dia m.s. rungs, m 20 grade foundation concrete 1:3 cement mortar ( 1 cement : 3 sand ) plastering of 13mm average thickness for inside & 16mm avg thicness for outside exposed surfaces, backfilling, disposal of surplus earth upto a lead of 100m, benching with m 20 grade cement concrete and rendering smooth with a neat coat of cement slurry, painting the c.i. frame and cover with two coats chlorinated rubber zinc phosphate primer @ 40 dft per coat and finish painting consists of two coats of chlorinated rubber paint @ 40 dft per coat etc. all complete as per drawings, specifications and directions of engineer in charge. , providing and laying upto 600 x 600 mm size coloured glazed ceramic tiles for wall / dado, of approved make & shade including 20mm thick cement bedding c.m. 1:3, pvc beading with matching colour, pointing and finishing exposed joints with white cement / matching colour pigment, etc., including cleaning the finsihed surface with wax polishing complete with material costs, tools and tackles, labour charges as per specifications and as directed by engineer in charge. , providing and laying of permium quality antiskid ceramic floor tiles ( size of all tiles upto 1200 x 1200 ) of approved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement pase / grout mixed with colour pigments matching the shade of tiles, with material costs, tools and tackles, labour charges etc. as per specifications, standards and instructions of engineer in charge. , providing and laying vitrified floor tiles of size upto 1200mm x 1200mm of kajaria / jhonson / somany / orient bell or approved make laid on 20mm thick cement mortar 1:4 ( 1 cement:4 m sand ) including a coating of adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste, grouting with white cement and pigment with colour matching the shades of tiles including skirting, finishing, curing, material costs, labour charges, tools and tackles etc. all complete as directed by engineer in charge. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases, etc. using non shrink grout of approved make equivalent including supply of material, roughening surface, cleaning with compressed air / water jets, ramming, curing, labour charges, etc. all complete as directed by engineer in charge. , supplying, transporting, fabricating, erecting and fixing in position as per the specifications, electroforced hot dip galvanised gratings ( gloating weight shall be 305gm / sqm as per is 4759 ) of the approved designed and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads, drain cover etc., at various levels includingsupply ofall gi fixtures like edge plates for treads, clips, studs, bolts, welding if required and nosing for the treads and etc., complete as per drawings specifications & as directed by engineer in charge , demolishing brick masonry in cement mortar ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including demolition of existing watch tower structural members at all heights, supply of all labours, tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing rcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depth and height below and above plinth level including demolishing of existing foundation upto bottom of pile cap , demolition of existing watch tower structiral members at allheights, supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing pcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth levelincluding pcc below existing pile cap, including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , providing, hoisting and fixing in position rcc precast elements with reinforced cement concrete grade 1:1.5:3 ( 1 cement:1.5 m sand: 3 graded stone aggregate with opc 53 grade and 20mm & down size graded crushed stone aggregates ) for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing / laying in position using crane, breaking brickwork and / or concrete surfaces and making good the same, etc. all complete ( excluding cost of reinforcement ) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supplying structural steel conforming to is:2062 grade a, ( yield strength 250.0 n / mm2 ) transporting, storage, straightening, cleaning, fabricating welded / bolted structural steel work in columns, beams, trusses, purlins, platforms, ladders, monorails, staircases, supports, strengthening of steel members, etc. at all locations / levels up to and inclusive of 40.0 m height above hpp / fgl, including supply of bolts, supply of shim plates & approved welding electrodes, including all built up sections / compound sections made out of rolled sectionsand / or plates / bent plates in all types of structural frameworks, floor beams , stairs, or any other structural items or accessories to support equipments, piping , galleries, towers , masts etc, making templates, welding, bolting, erection bolting, splicing, etc. as per specifications and drawing and as directed by the owner / consultant. cutting to required size, straightening / bending if required, edge preparation, cleaing, scrapping and welding, preheating, finishing edges by grinding, fixing in line ans level, including preparing the surface for painting, surface cleaing, wire brushing, removal of mill scale, dust, rust, oil or grease, etc., complete along with providing paint system as follows: ( a ) applying inorganinc zinc silicate coat 50micron dft; ( b ) one coat of epoxy primer paint 50 micron dft each; ( c ) two coat of anti rust epoxy top coat paint 50micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after gritblast cleaing in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , dismantling / modification ofbolted and / or welded structural steel works already erected by others with all cranes and necessary machineries. at all locations and levels upto & inclusive of 50m above hpp / fgl, including all builtup sections / scaffoldingpipes / compound sections made out of rolled sections and / or plates / bent plates in all types of structural frameworks, floor beams, stairs or anyother structural items or accessories to support equipments, piping, conveyor galleries, towers, masts etc., providing temporary staging & bracing and removal of the same after erection and gas cutting, unwelding & bolt removing including supply of all tools & tackles, consumables, necessary scaffolding etc., providing temporary staging & bracing and removal of the same after erection and gas cutting, un welding & bolt removing including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting ( by flame or saw ) gusselt plates, bolts, nuts, welding etc., including necessary cranes, skilled & unskilled manpower required for the completing the work. transporting and stacking of all the serviceable materials to designated place and transporting to scrap yard within the refinery premises, all complete at all heights, as specified and directed by engineer in charge , providing and placing / spreading 500 microns thick hdpe sheet / film including laps as per drawing & as directed by engineer in charge. , providing & fixing in position bitumen impregnatedboard 12 mm thk. of approved make premoulded bituminous expansion / contraction / isolation joint filler boards conforming to is:1838 p1 / 1983 in joints including expansion / contraction joints, application of primer as directed by engineer in charge. , same as item no.440 above, but for 25mm thick board. , providing pockets for foundation bolts as per drawings including providing and removing of necessary formwork, etc. complete as per specifications and as directed by owner / consultant. ( for 100 mm x 100 mm to 300mm x 300 size in plan ) and upto 300mm depth , same as item no.460, but for 300mm to 600mm , same as item no.460, but for 600mm and above , supplying, handling, transporting to site of work and fixing approved electroplated steel heavy duty mechanical anchor fasteners, of 12mm dia at specified positions on concrete floors, roofs, beams ( sides and bottom ) , walls, columns, etc. according to manufacturers specifications including all accessories like nuts, washers, etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire brush and making good any damage done to the structure, etc. all complete for all heights, depths and locations as manufacturers specification and directed by engineer in charge. , same as item 490 above, but for 20mm dia , same as item 490 above, but for 24mm dia , supplying, handling, transporting to site of work and fixing approved electroplated steel heavy duty chemical anchor fasteners, packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors, roofs, beams ( sides and bottom ) , walls, columns, etc. according to manufacturers specifications including all accessories like nuts, washers, etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire brush and making good any damage done to the structure, etc. all complete for all heights, depths and locations as manufacturers specification and directed by engineer in charge. , same as item 520 above, but for 16mm dia , same as item 520 above, but for 20mm dia , supply and installation of cylindrical triple layer white virgin plastic storage tank of capacity 1000 litres of sintex or approved equivalent on ground floor roof with lid and making necessary cutout / holes for inlet, outlet and overflow pipes, necessary connections and sealing all joints properly, all complete. including, fixing, transportation to work site all complete as per drawings and directions of engineer in charge. , providing and fixing in position oval shaped coloured glazed vitreous china wash basin 550 x 400 mm of approved equivalent make including c.i. brackets fixed on walls, chromium plated couplings rubber plug with chromium plated chain and chromium plated tap with brass unions, brass c.p. bottle trap with cleaning nut and 32mm dia g.i.waste pipe ( from floor level to nahani trap ) complete with all necessary fittings and put into proper working order as per the specifications, drawings & as directed by engineer in charge. , providing and fixing white glazed earthern ware half stall urinal of parry ware niagara or approved equivalent, including parryware brandor approved equivalent cp urinal push angle valve, cp brass spreader with 32 mm dia pvc pipe, tee, distribution pipe, brackets etc. making inlet & outlet connections fixing with cp brass screws, finishing, etc. all complete as directed by engineer in chagre , providing and fixing in position chromium plated brass liquid soap dispenser of approved quality and design fixed with chromium plated brass screws finished complete as per the drawings, specifications and as directed by engineer in charge. , providing & fixing wall mounted coloured designer type european type wc of approved equivalent with seat cover, p or s traps and low level earthen ware cistern of 10 litres capacity of approved make with chromium plated stop cock & ball cock fittings etc. complete as per drawings, specifications and as directed by engineer in charge. , providing and fixing 150 mm dia. rigid pvc pipes as rain water pipes, weep hole pipes etc. with ms holder clamps including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing 15mm dia. nominal bore upvc pipes ( sch 80 ) of ashirvad or approved equivalent including upvc fittings viz. elbows, reducers, couplers, end caps, tees, union, tank nipple, female adapter, male adapter, bends and providing pvc cement and joining with the pipes complete for both open and concealed works including providing ss clamps for fixing in open works and chipping the wall and making good the same after completion of concealed works etc. all complete as per directions of engineer in charge. , same as sl.no. 610 above, but for 20mm dia. nominal bore pipes , same as sl.no. 610 above, but for 25mm dia. nominal bore pipes , same as sl.no. 610 above, but for 40mm dia. nominal bore pipes , same as sl.no. 610 above, but for 80mm dia. nominal bore pipes , same as sl.no. 610 above, but for 100mm dia. nominal bore pipes , supplying and fixing m.s. nozzles with puddle flanges upto 200mm diameter in position as directed with necessary breaking of concrete / brickwork in slabs, beams, walls grouting with non shrinking grout ( if required ) and making the surface good, curing, painting with one coat of anti corrosive primer rtc. complete ( grouting to be paid separately ) . , same as item no. 670, but for 200mm dia to 500mm ms nozzle with puddle flange. , providing and fixing in position under deck insulation consisting of rigid polyisocyanurate foam ( pir ) slabs of size 1000 x 500mm and thickness of 30mm ( covered on one side with glass fibre tissue / aluminium foil having 50mm overlap ) confirming to is:12436 having density not less than 32 kg. / cum., thermal conductivity ( k value ) not more than 0.023 w / mk measured at 10 deg. c; classified as class i for surface spread of flame as per bs 476, part 7; fixed to r.c.c. slab by hot blow grade bitumen of 85 / 25 grade or cold adhesive cprx applied over a coat of bituminous primer @ 0.5 litres / sq.m. applied to bare r.c.c. surface and to the two surface of each pir panel and pressed in position ( while the bitumen is still tacky ) with the help of g.i. screws ( no. 8 x 75mm long ) fixed into rawl plugs ( holes in r.c.c. for the raw plugs shall be drilled prior to applying coat of bituminous primer ) of size 8 x 25mm inserted ( 5 nos. for each slab one each at 4 corners and one at center ) and g.i washers 25mm dia; including covering the overlaps with approved quality sealing compound ( mas 94 or equivalent ) ; chicken wire mesh 24g x 19mm shall then be fixed to g.i screws and tightened with lacing wire; including preparation of surface consisting of cleaning r.c.c surface of all dust, dirt and loose particles by wire brushing; etc. all complete as per approved manufacturers standard specifications and recommendations. , cut or form a hole, square or circular through reinforced concrete floor or wall exceeding 150 mm but not exceeding 500 mm thick & make good complete as directed by owner / consultant, for area of cutting in between 65 and upto 250 sq.cm, all complete as directed by eic. ( for cutouts, below 65 sq.cm surface area, no extra payment will be made ) , same as item no.700, but for area of cutting in between 260 up to 500 sq.cm. , supplying and applying two coats of coal tar epoxy paint of approved make as per manufactures specifications with minimum of volume solids as 65% coal tar content as 40% pigment content as 22% and dft per coat as 100 microns, on all exposed surfaces of rcc in substructure eg. foundation, footings, rafts, pile caps, beams, slabs, pedastals, trenches, manholes, catchpits, drains, rcc pits, pipe sleepers, equipment / machine foundations etc. all complete for all depths below ground level etc. including all labour, tools and tackles complete as directed by eic. , demolition of existing stores ( 02 nos. ) near wagon loading silos of size approx. 30.1mx10mx6m and 17.78mx7.75mx6m including dismantling of flooring, fixtures, doors, windows, partitions, rolling shutter etc., asbestos sheeting, truss, purlin, structural steel items etc. all complete as directed by engineer in charge. this includes demolishing foundation upto bottom of pile cap and pcc layer underneath if resting on pile else complete foundation including raft and underlying layersis to be demolished in case of open foundation.all unserviceable material should be disposed atvaikkadu area outside the refinery premises up to a lead of 7km as per specifications and as directed by the engineer in charge .all serviceable materials shall be the property of contractor. unserviceable material includes plain cement concrete, reinforced cement concrete excluding reinforcement bars, fire proofing materials, insulations, floor finishes and water proofing layers, bricks, stones, rubbish, vitreous ( ceramic ) sanitary items like washbasin, urinals, water closets and plumbing fittingsetc.serviceable materials are reinforcement steel, structural steel , roof / side cladding sheets, chequered plate, gratings, hand railing, doors, wooden / steel / aluminium windows & ventilators shutters, frames steel / aluminium grills, partitions, steels gates, rolling shutters, etc. as decided by the engineer in charge. , supplyof unskilled labour to carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. , supply of jcb on hire basis on all working days from monday to saturday on 8 hrs. shift including driver, assitant / fuel / oil / lubricants / all consumables etc. complete. the quoted rate should include mobilization, operator crews / driver / assistant cost, labour, tools, tackles etc., as directed by the engineer in charge. , supply of poclain pc 200 on hire basis including fuel / oil / lubricants for excavating the existing compacted earth, levelling to required slopes and dumping at designated places within the site premises. the quoted rate should include mobilization, operator crews / driver cost, loading, transporting, unloading, labour, tools, tackles etc. complete as directed by engineer in charge , providing necessary barricading works with 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements including scafffolding pipes and tubes for a maximum height of 3m, embedding the same in firm ground with necessary foundation works, etc. rate quoted should include mobilisation and erection of the above items including demobilisation after completion of works. the same will be the property of contractor....

Chennai Petroleum Corporation Limited - Tamil Nadu

31636740 civil works for construction of silo and other associated civil works for coke handling system in manali refinery of cpcl civil works for construction of silo and other associated civil works for coke handling system in manali refinery of cpcl , supplying, transportation, installing, dismantling and removing of interlocking type temporary steel sheet piles with crane / jcb / poclain / vibro hammer / pile driving machinery of adequate capacity and other ancillary equipment, including driving and joining the sheet piles as per specification up to levels indicated in the drawings & specifications. installed sheet piles are temporary and shall retain the earth, provide excavation support for a depth of 5m from ground level and protection against water seepage & sliding of earth during construction activities, including supply of all materials, steel members, welding, strutting, tie members supporting, labour, plant & machineries, etc. all complete as directed by engineer in charge. ( notes: ( i ) method of measurement for payment will be the actual horizontal limit of temporary sheet piling installed and accepted, and the vertical limit as measured from the bottom of the exposed face of the sheeting to the top of the retained earth behind the sheeting. ( ii ) the steel sheet piles shall be supplied by the contractor and shall remain the property of the contractor ) . , providing necessary barricading works with 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements including scafffolding pipes and tubes for a maximum height of 3m, embedding the same in firm ground with necessary foundation works, etc. rate quoted should include mobilisation and erection of the above items including demobilisation after completion of works. the same will be the property of contractor. , earthwork excavation in all types of soil depth up to 1.5 m, includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually includingclearing away of vegetations, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed includingshoring and strutting and providing temporary supports to existing service lines like water pipes, product pipes, sewage pipes, electric overhead and underground cables, cable trenches, etc. all complete as per the specifications and directions of engineer in charge. , same as item no. 30 above, but for depth beyond 1.50 m and upto 3.0 m. , same as item no. 30 above, but for depth beyond 3.0 m and upto 4.80 m. , transporting & disposing the surplus earthfrom construction area to vaikkadu area up to a lead of 7km including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directed by engineer in charge. ( note: if measured by stacks, 30% voids will be deducted. ) , supplying and filling approved m sand of specified quality under raft, foundation, etc. for all depths including the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified level all complete as per specifications and directions of engineer in charge. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil stacked in soil heaps within a lead of 100 m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150 mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, plinths, trenches, pits, etc. including all labours, tools & tackles, etc. all complete as per the specifications and directions of engineer in charge. , providing & laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) , etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors, etc., complete as per drawings, specifications and as per the directions of engineer in charge. , providing, mixing and laying of pcc 1:4:8 nominal mix using 40 mm and downgraded coarse aggregate and using opc ( 53 grade ) for any thickness for all depths below raft, pile cap, etc., including shuttering, tamping, ramming, vibrating, curing, etc., all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position reinforced cement concrete ( rcc ) of grade m35 with 20mm and down graded coarse aggregates and minimum cement content of 400kg / cu.m as per is 456:2000 using 53 grade ordinary portland cement in sub structure for all depths upto 450mm from ground level along with cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash, etc. including single pour concreting as specified in drawing, ( excluding the cost of reinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position reinforced cement concrete ( rcc ) of grade m30 with 20mm and down graded coarse aggregates and minimum cement content of 330 kg / cu.m; as per is 456:2000 using 53 grade ordinary portland cement in super structure for all heights above 450mm from ground level ( upto and inclusive of 20m ) including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , same as item no. 120 above, but for height above 20m upto 50m including silo wall concreting , providing and laying reinforced self finished / broomer finish concrete of grade m35 with 40 mm & down size graded stone aggregates and mixing by mechanical mixers for roadwork / pavement in alternate bays, including tamping, compacting by internal and surface vibrators, providing smooth shuttering, providing camber to the surface, providing joints, curing, tarring the sides of slab with hot bitumen, etc. also including applying cement slurry ( 2.75 kg / m2 ) prior to placing concrete, complete as per the drawings and specifications and as directed by the engineer in charge. ( reinforcement shall be paid separately. ) , providing and fixing formwork in sub structure for all depths and height upto 450mm above ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by engineer in charge. , providing and fixing formwork in sub structure for curved shuttering in foundations in all types for columns, beams, slabs, walls, etc. of buildings for all depths below and upto & inclusive of plinth level, including strutting, bracing, propping, etc., keeping the same in position during concreting and removal of the same after specified period, etc. for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc. all complete and as specified and directed. , providing and fixing formwork in super structures for all heights above 450mm from ground level including steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels or any other fixture, etc., all complete and as specified and directed by engineer in charge. for all works above 450mm and upto 20 m , same as item no. 170 above, but for height above 20 m and upto 50 m , providing and fixing formwork in superstructures for curved shuttering in all types for columns, beams, slabs, walls, etc. of buildings for all heights above plinth level, including strutting, bracing, propping, etc., keeping the same in position during concreting and removal of the same after specified period, etc. for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc. all complete and as specified and directed. , same as item no. 190 above, but for height above 20m upto 50m , supplying, installing, dismantling and removing slip form shuttering arrangement for construction of rcc silo shell for all elevations from 20 m up to 50 m above gl as per drawings and specifications at all levels, using steel / plywood / wood shuttering. the quoted rate includes providing working platform inside & outside, structural beam / column for erecting slip form arrangements, scaffoldings, jack system, motors, metal ropes, safety nets as per the requirement, winch & lifting arrangement separately for materials and labour movement, all tool & tackles, machineries and materials, etc., all complete as per direction of engineer in charge. , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500d for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying half brick masonry with bricks of class 5.0 in cement mortar 1:4 ( 1 cement : 4m sand ) for all depths and heights including cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing and laying brick masonry in super structure with bricks of class 5.0 in cement mortar 1:4 ( 1 cement:4 m sand ) for all heights including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam / slab, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in sub structure with bricks of class 5.0 in cement mortar 1:6 ( 1 cement: 6 m sand ) for all depths including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level, curing, excluding plaster, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structure with bricks of class 5.0 in using cement mortar 1:6 ( 1 cement:6 m sand ) for all heights including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, sealing the gap between masonry and soffit of beam / slab, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing 15mm thick cement plaster in cement mortar 1:4 ( 1 cement:4 m sand ) on brickmasonry, pcc / rcc surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curingincluding mouldings and providing grooves in plaster, bands, mouldings, etc. as specified for all depths and heights including labour charges, tools and tackles, material costs, etc. as per specifications and as directed by the engineer in charge. , providing 12mm thick cement plaster in cement mortar 1:4 ( 1 cement:4 m sand ) on brickmasonry, pcc / rcc surfaces including preparation of base, cleaning, chipping, packing of electrical, plumbing works, scaffolding if required, finishing, curing including mouldings and providing grooves in plaster, bands, mouldings, etc. as specified for all depths and heights including labour charges, tools and tackles, material costs, etc. as per specifications and as directed by the engineer in charge. , providing 20 mm thick cement plaster in 2 coats, 1st coat of 12 mm thick in cement mortar 1:4 ( 1 cement:4 m sand ) & 2nd coat of 8 mm thick in cement mortar 1:4 ( 1 cement:4 m sand ) plain cement plaster outside / inside the building / boundary wall finished to a smooth finish including providing grooves at junctions of two dissimilar materials all complete as directed by eic. , providing 6mm thick cement plaster in cement mortar 1:3 ( 1cement:3 m sand by volume ) on roof ceilings, concrete surfaces including preparation of base, cleaning, chipping, packing of electrical works, scaffolding, finishing, curing, etc. for all heights complete with all labour charges, material costs, tools and tackles, etc. as per specifications and as directed by the engineer in charge. , providing & applying interior paint one coat of emulsion primer & filling services, if any with putty & applying two coats of acrylic distemper paint of asian / approved equivalent make, as per the manufacturer’s specifications including necessary scaffolding, brushing, cleaning & surface preparation with plaster of paris punning, etc. complete as per specifications, drawings and as directed by engineer in charge. , providing and applying three coats of approved white wash ( comprising of fat lime, water, gum with hot water and sodium chloride with hot water ) in interior surfaces as per the specifications including necessary scaffolding and surface preparation, etc., complete as per specification and as directed by engineer in charge. , supplying and applying two coats of premium acrylic emulsion exterior paint of required shade and including surface preparation, a priming coat with emulsion primer of approved brand as same as final coat including cleaning, removing dust, filling all holes, cracks and depressions with wall putty, necessary scaffolding, etc., all complete as per specifications and directions of engineer in charge. , providing & laying water proofing membrane to roof of atactic polypropylene ( app ) with non woven polyester reinforcement having thin polyethylene foil of approved quality including cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturer’s specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. ( the thickness of atactic polypropylene ( app ) membrane to be considered as 4.0 mm. ) , providing and fixing tray type aluminium plank false ceiling consisting of 254 / 305mm x 1264mm or 600mm x 600mm size aluminium planks ( profiled for positive engagement into clip in profiles and demounting of individual planks ) manufactured out of 0.7mm thk. aluminium alloy 3105 / 3005 / 5052 ( as per astm 209m ) with stove enamelled ( coil coated ) finish in approved colour and suspension system consisting of 0.5mm thk.40mm x 20mm galvanised steel clip in main runner profiles ( @ 1264mm or 600mm as per plank size ) supported by and including 0.5mm thk. 25mm x 16mm gi suspension angle, 1mm thk. 25mm x 34mm x 76mm crca zinc plated steel ceiling brackets ( @ max.1264mm c / c or 600mm as per profile ) fixed to roof slab / beam, 0.5 mm thk. 40mm wide, 105mm high g.i. hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply / return air grill, lighting fixtures, ac ducts, etc. all complete. , providing & laying 15mm thick tile acid resistant tiles ( vitrified ) to floors of approved make bedding & joints filled with appropriate acid proof cement. all work complete as per manufacturer’s specifications, drawing & as directed by engineer in charge. , providing & laying acid resistant tiles ( vitrified ) to 10 to 12 mm thick for walls of approved make with applying 2 coats ( to the base concrete ) of mixture of general purpose polymer ( bonding agent ) mixed with opc cement, sprinkling silica to make surface rough. bedding mortar of 8 to 10 mm thickness in 1:3 ratio with 5 % general purpose polymer added to cement. joints of min. width 5 to 8 mm raked, cleaned & filled with appropriate acid proof cement. all work complete as per manufacturer’s specifications, drawing & as directed by engineer in charge. , providing and fixing 2 hours fire rated single shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges panic bar, locks / trims for panic bar, door closer, door stopper, consealed flush bolt, etc. including fixing with masonry, partition, etc. all complete as per specificaitons and approved manufacturers details. , providing and fixing pressed steel door and window frames of size ( assorted size out of ) overall 125mm x60mm section, of required profile conforming to is: 4351, made of 16 swg pressed steel including / consisting of: ( i ) 3 mm thick ms flat spacers welded to frame @ 500mmc / c and at holdfast locations. ( ii ) filling the hollow frame section with concrete. ( iii ) ms angle ( 20mmx20mmx3mm ) horizontal tie member below floor finish. ( iv ) ms holdfasts ( 200mmx25mmx6mm ) welded to spacers. ( v ) fixing to masonry ( by grouting the holdfasts with m 15grade concrete in minimum 250mm x 100mm x 100mmsized hole ) / fixing to rcc ( by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners ) ( vi ) ms pad plates ( 40mm x150mm x 3mm ) & gi mortar guard welded to frame at hinge and other hardware locations. ( vii ) metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing ( synthetic enamel painting / electrostatic powder coating / polyurethane ( pu ) coating ) , making true alignments and surfaces, etc. all complete. notes: ( 1 ) cumulative length of all horizontal and vertical frame members shall be measured for payment. frames painted with polyurethane ( pu ) paint coating over epoxy primer. , providing and fixing pressed steel sheet door shutter made of 18 swg galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of / including: ( i ) 3 mm thick ms flat all along perimeter. ( ii ) packing the shutter with mineral wool ( 48 kg / cum ) without gap. ( iii ) strengthening with 18 swg gi vertical stiffeners@200 c / c. ( iv ) 3 mm thick ms pad plates welded inside at required locations for fixing of hardware, etc. ( v ) fixing to door frame by 100 mm long ss 304 grade heavy duty ball bearing hinge @600 c / c maximum. ( vi ) hardware and vision panel as required. ( vii ) grinding and smoothening of welding, cleaning, finishing ( synthetic enamel painting / polyurethane ( pu ) coating / electrostatic powder coating ) , making true alignments and surfaces, etc. all complete. notes: only the net shutter ( s ) area shall be measured for payment. single shutter painted with electrostatic powder coating with following hardware: ( i ) over head hydraulic door closer ( heavy duty ) . ( ii ) ss 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. ( iii ) spring loaded heavy duty door stopper. ( iv ) ss 304 grade 19 mm dia.200 mm long handle on both side of shutter. ( v ) 10 mm dia ss 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height ) . , providing and fixing pressed steel sheet door shutter made of 18 swg galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of / including: ( i ) 3 mm thick ms flat all along perimeter. ( ii ) packing the shutter with mineral wool ( 48 kg / cum ) without gap. ( iii ) strengthening with 18 swg gi vertical stiffeners@200 c / c. ( iv ) 3 mm thick ms pad plates welded inside at required locations for fixing of hardware, etc. ( v ) fixing to door frame by 100 mm long ss 304 grade heavy duty ball bearing hinge @600 c / c maximum. ( vi ) hardware and vision panel as required. ( vii ) grinding and smoothening of welding, cleaning, finishing ( synthetic enamel painting / polyurethane ( pu ) coating / electrostatic powder coating ) , making true alignments and surfaces, etc. all complete. notes: only the net shutter ( s ) area shall be measured for payment. double shutter painted with electrostatic powder coating with following hardware: ( i ) over head hydraulic door closer ( heavy duty ) . ( ii ) ss 304 grade 16 mm dia 300mm long aldrop on bothsides of shutter. ( iii ) spring loaded heavy duty door stopper. ( iv ) ss 304 grade 19 mm dia.200 mm long handle on both side of shutter. ( v ) 10 mm dia ss 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height ) . ( vi ) 2mm thick 25mmx 25mm gi angles ( vertical ) welded to each shutter at the meeting point of double shutter. , providing and fixing in position plastic doors ( with door frames ) , of uv stabilized compounds of pvc ( sintex or approved equivalent ) , consisting of 53x 60mm l shaped door frame ( blr53 of sintex or equivalent ) , 33x47mm shutter frame ( dwuf 306 of sintex or equivalent ) , 30mm thick infill panel slats, complete as per manufacturers specifications and recommendations, including all fittings, fasteners, fixtures, sealing periphery with polymeric sealant, etc. all complete. , providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket, etc. aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p.brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. ( glazing, paneling and dash fasteners to be paid for separately ) ; for fixed portion of aluminium doors, windows, ventilators and partitions made from powder coated aluminium ( minimum thickness of powder coating 50 micron ) , providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate z sections and other sections of approved make conforming to is: 733 and is:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber / neoprene gasket, etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p.brass / stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. ( glazing, paneling and dash fasteners to be paid for separately ) ; for shutters of doors, windows & ventilators made from powder coated aluminium ( minimum thickness of powder coating 50 micron ) including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of epdm rubber / neoprene gasket required ( fittings shall be paid for separately ) , providing and fixing 12 mm thick pre laminated particle board flat pressed three layer or graded wood particle board conforming to is: 12823 grade l type ii, with decorative lamination on both sides, in panelling fixed in aluminum doors, windows shutters and partition frames with c.p. brass / stainless steel screws, etc. complete as per architectural drawings and directions of engineer in charge. , providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions, etc. with epdm rubber / neoprene gasket, etc. complete as per the architectural drawings and the directions of engineer in charge. ( cost of aluminium snap beading shall be paid in basic item ) , supplying, transporting, storing, fabricating and fixing in position ms steel inserts ( with lugs ) as shown in drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes, etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain, reinforced cement concrete members inclusive of adjusting shuttering & reinforcement / any other fixture, welding wherever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, & painting with one shop coat of inorganic zinc silicate primer ( 30micron dft ) and finsihing with two coats of anti corrosive paint ( 20micron dft each coat ) on exposed surface only, of approved brand and colour, etc. complete as perdrawing, specification and direction of engineer in charge. , supplying, fabricating, fixing and installation in position at all levels and locations threaded m.s. anchor bolts of all diameters and nomenclature including nuts, washers, anchor plates, washer plates, closure plates, pipe sleeves, etc. in foundations, pedestals, etc. as directed including handling & transporting, straightening if required, turning from relevant size, m.s. rounds to required diameter, threading, welding, providing necessary templates and auxillary dummy structure, if any, necessary tying and welding, providing necessary templates and auxillary dummy structures, if any, necessary tying and welding with reinforcement bars, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth, etc. all complete as per drawing and specification and direction of engineer in charge. , same as item no.480 above, but for collecting from owner store, fixing and installation in position at all levels and locations ( excluding supply / fabrication which is in owner scope ) , etc. complete. , providing, straightening, fabricating curb angle as per drawing including holdfasts ( ms round or flat ) welded to angles and fixing, painting with one coat of anticorrosive primer complete as per drawings and specifications. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases, etc. using non shrink grout of approved make equivalent including supply of material, roughening surface, cleaning with compressed air / water jets, ramming, curing, labour charges, etc. all complete as directed by engineer in charge. , demolishing brick masonry in cement mortar ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all labours, tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing rcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depth and height below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , demolishing pcc work ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated place upto 7 km lead outside the refinery premises ( vaikkadu village ) as per specification and directions of engineer in charge. , supply of unskilled labour to carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits and hand tools. , same as item no.550 above, but for supply of skilled labour. , providing, hoisting and fixing in position rcc precast elements with reinforced cement concrete grade 1:1.5:3 ( 1 cement:1.5 m sand: 3 graded stone aggregate with opc 53 grade and 20mm & down size graded crushed stone aggregates ) for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing / laying in position using crane, breaking brickwork and / or concrete surfaces and making good the same, etc. all complete ( excluding cost of reinforcement ) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supplying and sealing expansion joints 25mm wide and 12mm deep at all locations and levels in concrete structures with approved two parts liquid polysulphide sealing compound as per is: 12118 including raking of joints, etc. all complete as shown, specified and directed by eic. , supplying and sealing expansion joints 50mm wide and 12mm deep at all locations and levels in concrete structures with approved two parts liquid polysulphide sealing compound as per is: 12118 including raking of joints, etc. all complete as shown, specified and directed by eic. , supplying structural steel conforming to is:2062 grade a, ( yield strength 250.0 n / mm2 ) transporting, storage, straightening, cleaning, fabricating welded / bolted structural steel work in columns, beams, trusses, purlins, platforms, ladders, monorails, staircases, supports, strengthening of steel members, etc. at site to line and level, including supply of bolts, supply of shim plates & approved welding electrodes, including making templates, welding, bolting, erection bolting, splicing, etc. as per specifications and drawing and as directed by the owner / consultant. cutting to required size, straightening / bending if required, edge preparation, cleaing, scrapping and welding, preheating, finishing edges by grinding, fixing in line ans level, including preparing the surface for painting, surface cleaing, wire brushing, removal of mill scale, dust, rust, oil or grease, etc., complete along with providing paint system as follows: ( a ) applying inorganinc zinc silicate coat 50micron dft; ( b ) one coat of epoxy primer paint 50 micron dft each; ( c ) two coat of anti rust epoxy top coat paint 50micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after gritblast cleaing in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and placing / spreading 500 microns thick hdpe sheet / film including laps as per drawing & as directed by engineer in charge. , providing & fixing in position bitumen impregnatedboard 12 mm thk. of approved make premoulded bituminous expansion / contraction / isolation joint filler boards conforming to is:1838 p1 / 1983 in joints including expansion / contraction joints, application of primer as directed by engineer in charge. , same as item no.620 above, but for 25mm thick board. , providing pockets for foundation bolts as per drawings including providing and removing of necessary formwork, etc. complete as per specifications and as directed by owner / consultant. ( for 100 mm x 100 mm to 300 mm x 300 mm size in plan ) and upto 300 mm depth. , same as item no.640, but for depth from 300mm to 600mm. , same as item no.640, but for depth 600mm and above. , supplying, assembling and installing 1000 mm high satin finish stainless steel ( ss 304 grade ) tubular railing of approved design in staircases, ramps, around floor cutouts, etc. consisting of: ( 1 ) . 50mm dia ss pipe top handrail. ( 2 ) . 32 mm dia ss pipe balusters ( at every third step for staircase, @ maximum 1200mm c / c for ramp, floor cutouts ) . ( 3 ) . 3 nos. minimum 18mm dia ss pipe intermediate handrails, including: ( 1 ) . fixing balusters to floor with 4 nos. bolts änd 8mm thick, 100mm dia ss base plate & ss cap / collar. ( 2 ) . fixing top handrail to the balusters with 12mm dia ss bar connector & 6mm thick ss saddle plate. ( 3 ) . fixing intermediate handrails to the balusters with 12mm dia ss bar connector. ( 4 ) . all end caps, decorative caps over balustrades, necessary bending, welding, polishing of all welded joints ( length of top handrail shall be measured for payment ) . , supplying and fixing in position hydrophilic self swelling water stops as per manufacturers specifications in rcc structures at all locations including cutting, fixing and jointing, etc. all complete as shown, specified and directed by eic. , providing and fixing 150 mm dia. rigid pvcpipesas rain water pipes, weep hole pipes etc. with ms holder clamps including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends, etc. fixing in perfect plumb, etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing 100 mm dia. rigid pvc pipes with pressure rating of 4 kg / sq.cm of approved brand including all fixtures as vent pipe for septic tank, machine welded, rubber ring joints using approved lubricant, making hole in the slaband restoring the same to the original condition including provision of cowl in the septic tank vent pipe, etc. complete as per specifications and directions of engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal bore brass bib cock including breaking walls and making good the same, inlet and outlet connections, etc. complete as directed by engineer in charge. , providing and fixing 15 mm dia. nominal bore upvcpipes ( sch 80 ) of ashirvad or approved equivalent including upvc fittings, viz., elbows, reducers, couplers, end caps, tees, union, tank nipple, female adapter, male adapter, bends and providing pvc cement and joining with the pipes complete for both open and concealed works including providing ss clamps for fixing in open works and chipping the wall and making good the same after completion of concealed works, etc. all complete as per directions of engineer in charge. , same as sl. no. 720 above, but for 20mm dia. nominal bore pipes. , same as sl. no. 720 above, but for 25mm dia. nominal bore pipes. , same as sl. no.720 above, but for 40mm dia. nominal bore pipes. , same as sl. no.720 above, but for 80mm dia. nominal bore pipes. , same as sl. no. 720 above, but for 100mm dia. nominal bore pipes. , providing and fixing in position stainless steel kitchen sink single bowl with drain board glossy finish folded edge of nirali elegance ultra or approved equivalent make of bowl size 510mmx 410mmx 200mm made of min stainless steel sheet supported on m.s. brackets, supply, fixing of m.s.brackets, fasteners, sink cock ( quarter turn range ) of parryware agate or approved equivalent, c.p. angle valve of parry ware, c.p. brass waste, pvc drain pipe with heavy bottle trap of parryware or approved equivalent make, inlet pipe, drain pipe, rubber plug, connections to floor trap with unions and all accessories as required to complete including cutting and making good the walls wherever required, painting all exposed metallic surfaces with two coats of approved shade and quality synthetic enamel paint over an approved quality priming of red oxide zinc chromate, making good of all damaged work, finishing, etc., all complete as directed by engineer in charge. , providing and laying reinforced np3 class ( medium duty ) rcc hume pipe of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1cement:2m sand ) for road crossing, etc. including cutting, lowering, laying in position, with proper level, slope, testing of joints, etc. as per specifications and directed by engineer in charge. , same as item no. 790 above, but for 600 mm dia. hume pipe , supplying, handling, transporting to site of work and fixing approved electroplated steel heavy duty mechanical anchor fasteners, of 12mm dia at specified positions on concrete floors, roofs, beams ( sides and bottom ) , walls, columns, etc. according to manufacturers specifications including all accessories like nuts, washers, etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire brush and making good any damage done to the structure, etc. all complete for all heights, depths and locations as per manufacturers specification and directed by engineer in charge. , same as item no.810 above, but for 20mm dia. , same as item no.810 above, but for 24mm dia. , supplying, handling, transporting to site of work and fixing approved electroplated steel heavy duty chemical anchor fasteners, packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia at specified positions on concrete floors, roofs, beams ( sides and bottom ) , walls, columns, etc. according to manufacturers specifications including all accessories like nuts, washers, etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire brush and making good any damage done to the structure, etc. all complete for all heights, depths and locations as manufacturers specification and directed by engineer in charge. , same as item no.840 above, but for 16mm dia. , same as item no.840 above, but for 20mm dia. , supplying and fixing m.s. nozzles with puddle flanges upto 200mm diameter in position as directed with necessary breaking of concrete / brickwork in slabs, beams, walls grouting with non shrinking grout ( if required ) and making the surface good, curing, painting with one coat of anti corrosive primer, etc. complete ( grouting to be paid separately ) . , same as item no.870, but for 200 mm dia to 500mm ms nozzle with puddle flange. , cut or form a hole by chipping, square or circular through reinforced concrete floor or wall for area in between 65 to 250 sq.cm, not exceeding 150mm thick and make good all complete as directed by eic. ( note: for cutouts, below 65 sq.cm surface area, no extra payment will be made ) , same as item no.890, but for area of cutting in between 260 up to 500 sq.cm. , cut or form a hole, square or circular through reinforced concrete floor or wall exceeding 150 mm but not exceeding 500 mm thick & make good complete as directed by owner / consultant, for area of cutting in between 65 and upto 250 sq.cm, all complete as directed by eic. ( for cutouts, below 65 sq.cm surface area, no extra payment will be made ) , same as item no.910, but for area of cutting in between 260 up to 500 sq.cm. , supplying of 150mm dia gi pipe ( h ) , fabricating, fit up, welding, laying, alligning, including shifting to location & gi painting to the welding portion, etc. complete as per drawing & specification & as per direction of the engineer in charge , same as item no.930, but for 100mm dia. , same as item no.930, but for 75mm dia. , providing, fabrication and fixing g.i. pipe inserts of 40mm dia with fixing arrangement on slab, platforms & silo walls, shown in drawing includingproviding necessary scaffolding, staging, cutting, straightening, if required, embedding in position on both plain, reinforced cement concrete members, fixing to structural steel inclusive of adjusting shuttering & reinforcement / any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts all complete as per drawing and specification and direction of engineer in charge. , same as item no.960, but for 25mm dia. , providing and applying two coats of cold applied heavy duty bituminous protective coating over one coat of primer to external faces of underground concrete structures after thorough cleaning of concrete, surface preparation, complete as per drawing and manufacturer specification and as directed by engineer in charge. , providing and fixing dowel bars ( for pavement works alone ) of 25mm dia. x 1000 mm long and at 300 mm c / c including handling, fixing, straightening, cutting, wastage, and g.i. pipe 40 mm dia. x 150 mm long with end cap over dowels at construction joints & fixing cotton filling sleeve & painting for bond broken etc., complete as per drawings, specifications and as directed by eic. , concertina coil fencing: providing and fixing 750mm dia green colour painted razor type concertina fencing with all required clips, pins. etc as per the specifications ( each concertina coil piece stretch to 9m length ) concertina coil shall be fixed to the m.s. angle with 4 rows of same concertina runner wires over existing x type angle supports as per drawings. rate shall be quoted on running metre of compound wall basis. a. diameter of coil: 750mm, number of circles and number of clips are 72 and 180 in each 9m of length. b. central core wire: core wire shall be of 2.6mm diameter made of highcarbon spring steel of high tensile strength having minimum galvanized coating thickness equivalent to 230 grams per sq.m.c. razor strip: 0.5mm thick hot dip galvanized and of width 19mm having series of barbed punched all along the length at regular intervals having minimum galvanized thickness of 12 microns. hardness of tape should be between 137 180 vpn ( victor penetration number ) d. clips: 1.5mm thick made out of stainless steel. e. runner wire: shall be of same specifications as of central core wire. , supply of jcb on hire basis on all working days from monday to saturday on 8 hrs.shift including driver, assitant, fuel, oil, lubricants, all consumable etc. complete. the quoted rate should include mobilization, operator crews, driver, assistant cost, labour, tools & tackles etc., as directed by the engineer in charge. , supply of poclain pc 200 on hire basis including fuel, oil, lubricants for excavating the existing compacted earth, levelling to required slopes and dumping at designated places within the site premises. the quoted rate should include mobilization, operator crews, driver cost, loading, transporting, unloading, labour, tools and tackles etc. complete as directed by engineer in charge. , supply of 20 feet trailer with tractor on hire basis on all working days from monday to saturday on 8 hrs. shift, inclusive of driver, one assitant, all consumables like diesel etc., with all safety precautions within cpcl refinery premises. the quoted rate should include mobilization, operator crews, driver, assistant cost, loading, transporting from site to scrap yard within refinery premises, unloading, labour for loading and unloading, tools, tackles, wire ropes, pulley blocks, belts, chains etc. for lifting, aligning, tying, stacking etc. all complete as directed by engineer in charge. , supply of 12 t hydra on hire basis on all working days from monday to saturday on 8 hrs shift, inclusive of driver, one assitant, all consumables like diesel etc., with all safety precautions within cpcl refinery premises. the quoted rate should include mobilization, operator crews, driver, assitant cost, loading, transporting, unloading, labour, tools and tackles etc. complete as directed by engineer in charge. , dismantling of structural steel works ( bolted / riveted / welded ) of all descriptions ( taking all necessary safety precautions ) for all heights & depth above & below plinth level including supply of all tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gusset plates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location / cpcl storage yard / scrap yard within the refinery premises as per direction of engineer in charge. , dismantling of scaffolding / staging ( made of pipes / tubes / frames ) already erected by others including at all locations and levels upto 25 mtr from ground level, including all builtup sections / scaffoldingpipes / compound sections made out of rolled sections and / or plates / bentplates in all types of structural frameworks, floor beams, stairs or anyother strucutral items providing temporary staging including supply of all tools and tackles, consumables, necessary scaffolding etc., including necessary cranes, skilled & unskilled manpower required for the completing the work.transporting and stacking of the serviceable materials to designated place, cleaning & disposal of the site of work from all unserviceable materials transporting to scrap yard / disposal yard within the plant boundary, all complete at all depths andheights, as specified and directed by engineer in charge. , providing and fixing double scaffolding system on the exterior side, upto 25 mtr height from groud level made with 40mm dia m.s. tube 1.5m centre horizontal & vertical tubes joining with cup & lock system with m.s.tubes, m.s. tube challies, m.s. clamps and m.s. staircase system in the scaffolding for working platform etc. and maintaining it inserviceable condition for the required duration as approved and removingit there after.the scaffolding system shall be stiffened with bracings, runners, connection with the buildings / strucutures etc. whereverrequired for inspection of work at required locations with essential safety features for the workmen etc.complete as per directions and approval of engineer in charge. the elevational area of the scaffolding and product of height shall be measured for payment purpose. the payment will be made once irrespective of duration of scaffolding. ( scaffolding material shall remains property of contractor and shall be taken back bycontractor after completion of work / instructions of eic ) ...

Chennai Petroleum Corporation Limited - Tamil Nadu

31491636 construction of building near leb control room in manali refinery of cpcl , earth work in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth upto 1.5m, including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lineslikewater pipes, electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , same as item no: 10 above, but for depth beyond 1.5m and upto 3.0m. , backfilling after execution of the work to the proper grade and level with selected approved available excavated soil fromsoil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming etc. in foundations, plinths, etc.all complete as per directions of engineer in charge. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling m sand of specified quality underfootings, pedestal etc. for all depthsincluding the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , supplying and filling approved quarry dust of specified quality under floors, plinths, etc. for all depthsincluding the cost of quarry dust, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete ( pcc ) 1:4:8 with 40mm & down size graded aggregate for levelling course / fill under footings, pedestal etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting, in any shape, level, thickness, position and finishing the surface smooth / rough etc., complete as directed by engineer in charge. , providing&laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing, mixing and laying in position rcc m35 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rccm30 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 330kg / cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for allheightsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 ( 1 cement : 4coarse sand ) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrick masonry / concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 12mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrickmasonry, concrete surfacesincluding preparation of base, cleaning, chipping, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 6mm thick cement plaster in cement mortar 1:3 ( 1cement:3 fine sand by volume ) on roof ceilings, concretesurfaces including preparation of base, cleaning, chipping, packing of electrical works, scaffolding, finishing, curing etc.for all heights complete with all labour charges, material costs, tools and tackles etc.as per specifications and as directed by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades / coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty ( as per manufacturers recommendations ) sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , providing and applying textured interior wall painting system of two or more coats of asian or approved equivalent brand of required shade and finish and including necessary priming coat of approved brand of the same, sealer coat, finish coat with glossy or matt finish including necessaryscaffolding and surface preparation, sand papering, filling all holes and depressions, cracks with putty, etc. all complete as per specifications and directions of engineer in charge. , providing and applyingweather proof textured exterior paint on rcc / brick walls / plastered surface etc. of asian , nerolac, berger or any other equivalent approved make, one coat of primer andtwo or more coats ( to give a smooth and even shade ) of anti fungal, water proof, anti flakingweather proof paintof approved quality and shade etc. asper the specifications includingnecessaryscaffolding, cleaning and surface preparation, preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with plaster of paris, applying a coat of primer, two or more coats of oil / water based putty ( as per manufacturers recommendations ) sand papering etc., all complete as per specification and as directed by engineer in charge. , providing and applying textured granular type wall coating of bakelitehylam ltd. or approved equivalent, consisting of twin pack fine gradesilica granules / dry flakes made of special grade of china clay / granite type flakes of heritage or equivalent in approved shade and texture;mixed in situ with 100% acrylic polymer bonding agent; applied overplastered surfaces; the granules / flakes etc., bonding material, mixing, method of application, surface preparation etc. all shall be as per manufacturers recommendations and specifications all complete as directed by engineer in charge. , providing & fixing ofpremium quality vinyl laminate of 2mm thickness as wall panelling of required texture, pattern and type inbrick walls and gypboard partition walls .this includes making necessary surface preparations, edge protections, making the laying surface smooth, dry and undulation free, supplying and applying fevicol sr998 fw adhesive, supply and fixing ofskirting materials if necessary, material cost, tools and tackles, specialised labour charges etc. all complete as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square / round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level, including preparing the surface for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying of premium quality glazed vitrified tiles of size 800x800of kajariaor approved equivalent, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste / grout mixed with colour pigments matching the shade of tiles, 4skirting all around as per drawing , along with material costs, tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge as per drawing. , providing and laying of premium quality antiskid ceramic tiles of size 300x300 ofapproved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste / grout mixed with colour pigments matching the shade of tiles, with material costs, tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge. , providingand laying coloured glazed ceramic tiles for wall / dado ( grade i quality ) , ofapproved make & shade including 20 mm thick cementbedding c.m. 1:3, pvc beading with matching colour, pointing and finishing exposed joints with white cement / matching colour pigment, etc., including cleaning the finished surface, all complete with material costs, tools and tackles, stagings labour charges as perspecifications and as directed by engineer in charge. , providing and fixing tiled false ceiling celotex pin mineral fiber ceilings of size 595x595mm in true horizontal level suspended on interlockingsaint gobaingyproc matrix 32 metal grid of hot dip galvanised steel section ( galvanised at 120 gms / sq.m both sides inclusive ) consisiting of3600mm longmain t runner size 24x32mm and 0.30mm thick 1200mm long cross t of size 24x25 mm and 0.30 mm thick 600mm secondary cross t of size 24x25mm and 0.30mm thick andppgi wall angle of size 24x24 mm and 0.4 mm thick. bottom exposed capping ofwidth 24 mm of all t sections shall be of 0.25 mm thick ppgi. wall angle is fixed along the perimeters of the celing to walls, partitions or columns etc with rawl plugs and wooden screws at 300 mm centers. main t runners are then suspended from ceiling using gi slottedcleats of size 27 x 37 x 25 x 1.6 mm fixed to ceiling with 12 mm dia and 38mm long dash fasteners, 4mm gi adjustable rods with galvanized butterly level clips of size 85 x 30 x 0.8 mm spaced at max 1200mm c / c along main t and not more than 150mm from spliced joints.the last hanger at the end of each main runner should not be greater than 600mm from the adjacent wall.then 1200mm long cross t is interlocked between the main t at 600mm c / c to form a grid of 1200x600mm and then secondary cross t of length 600mm is then interlocked at the middle of the 1200x600mm grid to form grid of 600x600mm.cross tees at the ends having length more than 600mm are to be supported independently .finally the tiles are placed in this grid.the work is to be executed all complete at all elevations including material costs, labour, tools and tackles as directed by engineer in charge. , providing and fixing suspended saint gobain 12.5mm gypboard plain panel ceiling including gypsteel ultraperimeter channelis fixed along the perimeter of existing wall / partition with the help of hilti hps 1 ( 6x40 ) impact anchor, at 600mm centres.gypsteel ultra ceiling anglewith soffit cleat and or gyproc rawl plug 8x45mm creating 1220mm x 1220mm grid.gypsteel ultra intermediate channelis fixed to the gypsteel ultra ceiiing angle with m6 x 12mm hex bolt & hex nut arrangement or with 2 nos of 4.2x13 gyproc metal screw. the gypsteel ultra ceiling sectionis then fixed to the gypsteel ultra intermediate channelwith the help of gyproc connecting clipand in direction perpendicular to the intermediate channel at 457mm c / c. single layer of 12.5mm tapered edge gypboard plain ( conforming to is 2095 part 1 : 2011 ) is then screw fixed to ceiling section with 25mm drywall screwsat230mm centres.finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes filling and finishing with jointing compound & joint paper tape.the work is to be executed all complete at all different elevations including material costs, labour, tools and tackles as directed by engineer in charge. , providing and fixing in positionupvc doors both single leaf / double leaf white in colour comprising of glass panel minimum 5mm thick and upvc panels of minimum 15mm thickness ( doors may be either partly glazed partly paneled or fully panelled ) with upvc stiles, rails, frame and accessories holdfasts, hinges, pull handles on both sides, locking arrangement as per requirementincluding labour charges, material cost, tools and tackles all complete as per specifications & as directed by engineer in charge. , providing and fixing in position two track two panel sliding upvc windows ( with clear 5mm thick glass ) , white in colour including all fixtures, fastenings, sliding system, sliding handle with flush lock, epdm gaskets, wool pile etc., making recesses in brick / concrete surfaces and making good the same after fixing all complete as per directions of engineer in charge. , providing and fixing bright finished brass 100mm mortice latch and lock isi marked with four levers and a pair of polished stainless steel decorative handles ( size of handles to match the door size ) with necessary screws etc. complete ( best make of approved quality ) as specified by engineer in charge. , providing and fixing solid sheet vinyl wall paper of minimum 150gsm , embossed with textured effect pasted to wall using flake adhesive to be fixed on to the walls / partitions neatly with out shrinkage and bubbles and should have seamless joints. the design , shade and colourshall be as directed by engineer in charge. , providing and fixing drywall partition of gypwall quite 97mm thick ( with 50mm glass wool insulation ) gypsteel ultraacoustud partition including single layer of tapered edge 12.5mm thickgyproc sound blocfixed to either side with gyproc drywall screws of 25mm at 300mm c / c and 150mm c / c at periphery of wall to either side of 70mmgypsteel ultraacoustud ( 0.5mm thick having one flange of 41 mm and another flange of 44mmmade of gi steel ) . studs are placed at 600mm centre to centre in 72mm gypsteel ultrafloor and ceiling channel ( 0.5mm thick having equal flanges of 32mm made of gi steel ) . floor and ceilingchannel are anchored to the floor & ceiling slab using suitable anchor fasteners at 600mm etc in zigzag manner.12.5mm thick gyproc sound bloc board strip of 94mm width is placed between ceiling channel and ceiling slab. stud and floor channel are crimped together by using crimping tool. a 70mm gypsteel ultrafloor channel ( 0.5mm thick having two flanges of 32mm each ) is to be fixed using gyproc metal to metal flat head screws at the horizontal joints of the boards. 50mm glass wool slab of density 20kg / m3 has to be provided in the framework. the boards are to be fixed vertically to the framework with joints staggered to avoid leakage through joints. finally square and tapered edges of the boards are to be jointed and finished so as to have a flush look which includes , filling and finishing with gyproc jointing compound, gyproc joint paper tape. the junction of the partition with masonry & all penetration through the partition has to be treated with fire and acoustic sealant. the work is to be executed as per specifications including material costs, labour, tools and tackles as directed by engineer in charge. , providing and fixing isi marked, overall 30mm thickblock board flush door shutters of kutty or approved equivalent decorative type, consisting of solid core block board bonded with phenol formaldehyde synthetic resin and faced on one side with decorative1mm thick laminate and another side with water proof laminate of archidply or approved equivalentincluding providing and fixingt type second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300mm max., providing and fixing 125mm long stainless steel butt hinges [ for each shutter ( vertical spacing not exceeding 600mm ) including providing wooden filler / sealer, stainless steel lock with status indicator, teak wood lipping, aluminium butt hinges, 3mm thick anodised ( anodic coating not less than15 microns ) aluminium kicking plate fixed with screws for entire door width on either side of door for a height of 600mm, fixing with door frame, door bush, finishing etc . all complete as directed by engineer in charge. , providing and fixingsecond class teak wooden framesfor doors, windows, ventilators, cupboards etc. for all heights including all labours, tools, tackles, cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry / rcc by means of 300mm x 25mm x 6mm thick m.s. hold fasts screwed to frame @ 600mm max vertically and grouted with 1:2:4concrete by volume in min. 350mm x 100mmx100mm sized hole made in masonry / 96mm long, 12mm dia m.s. dash fastner, painting with two coats of approved shade and make ( ici or equivalent ) synthetic enamel paint over appoved quality primer coat, finishing etc. all complete as dirercted by engineer in charge. , providing & laying to required slope cement concrete screed of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand: 3 coarse aggregates 12.5mm and down graded aggregates ) using 53 grade opc inroof terrace etc. laid to required slope and thickness & inclusive of curing / pond curing, brooming with wire brush, finishingetc.all labours, tools and tackles complete as per drawing, specification & as directed by engineer in charge. , providing and laying water proofing membrane to roof of atactic poly propylene ( app ) with non woven polyster reinforcement having thin poly ethylene foil of approved quality inculding cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturers specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. ( the thickness of atactic poly propylene ( app ) membrane to be considered as 4.0mm ) , providing & fixing white glazed earthernware indian pan type water closetof parry ware or approved equivalent with integral footrest, includingall fittings, p or s traps, cutting walls, floors making good of same, finishing, soldered joints, making inlet / outlet connection, providing min. 150 mm thick sand cushion, finishing, etc.all complete as directed by engineer in charge. , providing and fixing 18mm thick machine cut, mirror polished, premoulded and pre polished machine cut granite for platformsof approved qualityfor wash basin / vanity counters, pantry etc.of required size of approved shade, colour, and texture laid 20mm thick base cement mortar 1:4 ( 1 cement:4 m sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including machine polishing to edge to give high gloss finish, providing machine cut opening for fixing wash basin, rubbing, curing, moulding & nosing etc. complete at all levels as directed by engineer in charge. , providing & fixing white wall hungeuropean water closet ( ewc rimless type ) with concealed cistern ( concealed cistern with full frame & chrome finish push plates all complete ) of parry ware or approved equivalent make including all fittings, slim line health faucet with hose & hook, other standard accessories, all fittings and fixturesincluding cutting walls, floors making good of same, making inlet / outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing and fixing white glazed earthern warehalf stallurinal ( sensor with manual angle valve arrangement ) of parryware whiz or approvedequivalent including fixing concealed ac / dc sensor with stainless steel finish of parryware cyclops or approved equivalent, includingcp urinal push angle valve, cp brass spreader with 32 mm dia pvc pipe, tee, distribution pipe, brackets etc. making inlet & outlet connections fixing with cp brass screws, finishing, etc. all complete as directed by engineer in charge. , providingandfixingin position white glazed earthern ware vitreous china below counter wash basin ofparryware luna or approved equivalent with one c.p brass single lever pillar cock with aerator tap of parryware spark or approved equivalent, one no ofcp angle valve with wall flange, c.p. brass waste, pvc drain pipewith heavy bottle trap of parry ware or approved equivalent make, c.i. brackets and all accessories complete including cutting walls, floors and making good the same, painting all exposed metallic surfaceswith 2 coats of approved shade and quality synthetic enamel paint over an approved quality priming coat of red oxide zinc chromate making all connections, fixing, finishing, etc. all complete as per specifications and as directed by engineer in charge. , providing and fixingmirror of superior glass of parryware or approved equivalent complete with cp brass screws, fastners and washers complete as directed by engineer in charge. , providing and fixing600 mm long cp rodtowel rail of parry ware make or approved equivalent complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour all complete as specified by engineer in charge. , providing and fixing in position approved quality liquid soap dispenser ofeuronicsor approved equivalent make, of standard size with snap fittings, including drilling holes, fixing with cp screws all complete as directed by engineer in charge. , providing and fixing c.p. brass shower rose 100mm diameter with 15 to 20mm inlet of parryware or equivalent approved including 230mm shower arm, making inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing of cp brass twin robe hook of parryware / approved equivalent including fixing the coat hook including drilling holes on plastered / tiled wall and doors fixing the coat hook with cp screws including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , providingandfixing in position white glazed earthern ware vitreous chinadivisional plate partition for urinals of size 350x675x130mmparryware magnum or approved equivalentplacedbetweenurinalsanchoring and fixing the divisional plate with fastners / m.s. channelssuitably embedded in wall with grouting, painting all exposed metallic surfaces with two coats of approved shade and quality synthetic enamel paint over an approved quality priming of red oxide zinc chromate, making good of all damaged work, finishing etc., all complete as per specification and as directed by engineer in charge. , providing and fixing15 mm nominal outer dia. & sdr11 chlorinated poly vinyl chloride ( cpvc ) pipes ( exposed on wall ) , of approved equivalent make having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings & accessories including fixing the pipe with clamps at 1m spacing. this includes jointing of pipes & fittings with one step cpvc solvent and testing of joints complete as per directions of engineer in charge. , same as sl. no: 530 above, but for 20mm nominal outer dia. pipes , same as sl. no: 530 above, but for 50mm nominal outer dia. pipes , providing and fixing 80mm dia. nominal boreunplasticised rigidpvc ( upvc pipe ) sch. 40 water line pipes on wall face conforming to is: 13592 type a including jointing with seal ring conforming to is: 5382 leaving 10mm gap for thermal expansion ( single socketed pipes ) with necessary fittings / accessories etc.all complete as per specifications and as directed by engineer in charge. , same as sl. no. 560 above, but for 100mm dia. nominal bore pipes. , same as sl. no. 560 above, but for 150mm dia. nominal bore pipes. , providing and fixing 150 mm dia. rigid pvc rain water pipeswith ms holder clamps including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing100 mm dia.rigidpvc pipes with pressure rating of 4 kg / sq.cm of approved brand including all fixtures as vent pipe for septic tank, machine welded, rubber ring jointsusing approved lubricant, making hole in the slaband restoring the same to the original condition including provision of cowl in the septic tank vent pipe etc. complete as per specifications and directions of engineer in charge. , providing and fixing two way bibcock single lever range with flange of parryware or equivalent approved 15mm nominal bore cp including fixingand connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal bore brass bibcock including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal borebrass angle valve including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing 50 mm nominal bore gun metal gate valve ( lever type ) lever of approved quality including all fittings etc. complete as directed by engineer in charge. , supplying and laying custom ( prefabricated ) pvc floor sumps / floor traps fabricated out of 110mm dia. 6 kg / cm2 class pvc pipes with inlet and outlets from 40mm upto 75mm, including providing water seal, fixing to a perfect level, laying cement concrete in 1:3:6 mix cp / pvc colour grating with frame at 4mm below finished floor level making holes in masonry or concrete cutting surfaces conveying all dismantled portions and clearing the site, making leak proof joint and testing, etc. complete and as directed by engineer in charge. , providing and fixing coloured 10 litre p.v.c low level flushing cistern with manually controlled device ( handle lever ) deluxe dual flushofparryware or approved equivalent make with all fittings and fixtures complete as directed by engineer in charge. , providing and fixingaluminium extruded section body tubular type universal hydraulic door closerof approved make with double speed adjustment with necessaryaccessories and screws with all labour charges, tools & tackles etc. all completeas directed by engineer in charge. , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate ( 20mm & down size ) withopc 53 grade cementfor cable trench, storm water drain and septic tank cover slabs for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing / laying in position, all complete ( excluding cost of reinforcement ) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supply and installation of cylindrical triple layer white virgin plastic storage tank of capacity 1000 litres of sintex or approved equivalent onground floor roof with lid and making necessary cutout / holes for inlet, outlet and overflow pipes, necessary connections and sealing all joints properly, all complete. including, fixing, transportation to work site all complete as per drawings and directions of engineer in charge. , demolishing reinforced cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including, cutting, straightening, scrapping of rebars and disposal of unserviceable material within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , demolishing plain cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , supply of unskilled labourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge....

Town Panchayats - Tamil Nadu

31382452 nabard ridff xvii seerapalli town panchayat 2 improvement to the b.t.road at ward no.2 chinnakakaveri arunthathiyar street in seerapalli town panchayat, namakkal district , earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with standard specifications as per ss 20b. , collection, supply and laying u/s gravel to the specified thick including cost and conveyance ofwellgravel from approved quarry and stocking the same at road side to departmental guage for premeasurement as directed by the departmental officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of morth , providing, laying, spreading and compacting grading aggregates to wet mix mecadam specification in 150mm thick including premixing the materials with water at omc in mechanical mix plant. cariage of mixed materials by tipper to work site laying in uniform layers with pavers in sub base/course on well prepared surface and compacting with vibratory roller to acheive the desired density etc complete as per clause 406 of morth rev 5 , providing and laying prime coat over wmm surface using 7kg of emulsion bitumen (ssi)per10 sqm for preparatory to another bituminous construction over it, including cost of material,labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 502 of morth rev 5 , providing and laying tack coat 2.5kg per 10sqm over wmmsurface using of emulsion biumen ( rs 1) and cost emulsion bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appeneded labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanicla sprayer including hire and fuel for all tools and plants employed etc completestandard specification as per clause 503 of morth rev 5 specification. , providing and laying 50mm consolidated thick dense bituminous macadam using 0.24cum of 26.50 13.20mm, 0.25 cum of 13.20 2.36mm and 0.23 cum of 2.36mm & below and with 53.20kgs of vg30/vg40 bitumen for premixing per 10sqm including cost and conveyance of all materials to cmp site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20 30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20 30t cmp with bitumen boiler, tipper trucks, paver finisher /9m paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using cmp as per clause 505 morth rev 5 , providing and laying bituminous concrete 30mm consolidated thick using 0.13 cum of 19.00 – 9.50mm, 0.17 cum of 9.50 2.36mm and 0.26 cum of2.36 mm & below with 50.3 kgs of 60/70 grade bulk bitumen for premixing per 10 sqm including cost and conveyance of all materials to cmp site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 30 mm with mechanical pavers to the specified grades and cross sections and compaction by vibratory/pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton cmp with bitumen boiler tipper,trucks, paver finisher/9m,vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using cmp clause 507 of morth rev 5 , road marking with hot applied thermoplastic compound 2.5mm thick with reflectorising glass beads on bituminous surface inlcuding refectorising glass beads @ 250 gms per sqm area, exclusive of surface applied glass beads. the finished surface to be level uniform and free from streaks and holes etc., complete as per morth specification no. 803. , clearing and scrub lightjungle removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness as rubbish including all other incidental charges etc., complete as per morth specification 111, 112, 201. , upkeeping 1st year (50%) , upkeeping 2nd year (60%) , upkeeping 3rd year (60%) , upkeeping 4th year (60%) , upkeeping 5th year (60%) , earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with standard specifications as per ss 20 amorth 24 & 25 , upkeeping for 1st year (40%) , upkeeping for 2nd year (40%) , upkeeping for 3rd year (40%) , upkeeping for 4th year (40%) , upkeeping for 5th year (40%) , tack coat providing and applying tack coat with bitumen emulsion (rs i type) using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per clause 503. , 4 th year 3% , 5 th year 5% , providing and laying bituminous concrete 30mm consolidated thick using 0.13 cum of 19.00 – 9.50mm, 0.17 cum of 9.50 2.36mm and 0.26 cum of2.36 mm & below with 50.3 kgs of 60/70 grade bulk bitumen for premixing per 10 sqm including cost and conveyance of all materials to cmp site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, conveying the mix by tipper trucks to paver site, spreading themix to uniform thickness of 30 mm with mechanical pavers to the specified grades and cross sections and compaction by vibratory/pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton cmp with bitumen boiler tipper,trucks, paver finisher/9m,vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using cmp clause 507 of morth rev 5 , 4 th year 3% , 5 th year 5%...

Chennai Petroleum Corporation Limited - Tamil Nadu

31264401 construction of cable trench and miscellaneous cable supports inside manali refinery of cpcl construction of cable trench and miscellaneous cable supports inside manali refinery of cpcl , cutting & clearing the areaof grass,rank,vegetation,wild growth bushes,trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of engineer in charge and collecting all cut grass, vegetation etc and staking it at designated place within a lead of 100m with all tools, labour etc. complete as per specfications and directions of engineer in charge. , earth work in excavationinall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means (hydraulic excavators)/manually for depth upto 1.5m,including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lineslikewater pipes, electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , same as item no: 20 above, but for depth beyond 1.5m and upto 3.0m. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , backfilling after execution of the work to the proper grade and level with selected approved available excavated soil fromsoil heaps within a lead of 100m,including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods/mechanical compactors , dressing, trimming etc. in foundations, plinths,filling of existing sump with the available earth etc.all complete as per directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area outside the refinery premises up to a lead of 7km (vaikkadu village) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , supplying and filling m sand of specified quality underfootings,pedestal,raft etc. for all depthsincluding the cost of sand, labour charges,tools and tackles,royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/ or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete (pcc) 1:4:8 with 40mm & down size graded aggregate for levelling course/fill under footings,raft, pedestal,pavement etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting,in any shape, level, thickness, position and finishing the surface smooth/rough etc., complete as directed by engineer in charge. , providing, mixing and laying in position reinforced cement concrete (rcc) of grade m35 with 20mm and down graded coarse aggregates, as per is 456:2000 using 53 grade ordinary portland cement ,with minimum cement content of 400kg/cu.m in sub structure for all depths and upto top of pedestal of supports, including cost of admixtures if used,labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 using 53 grade ordinary portland cement in super structure for all heightsabove ground level including cost of admixtures,labour charges, tools and tackles,providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (excluding the cost of reinforcement, shuttering), etc. all complete as specified,and directed by engineer in charge. , providing and fixingcentering and shuttering in sub structure for all depths and upto top of pedeastal of supportsincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc.,keeping necessary provision for inserts, projecting dowels,or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles,materials, labour charges, consumables etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge(swg) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in super structureabove plinth level using cement mortar 1:5 (1 cement:5 sand)for allheightsincluding the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size,embedding the fittings,curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing 15mm thick cement plasterin cement mortar 1:4 (1cement:4 fine sand by volume) onbrickmasonry,pcc/rcc surfaces including preparation of base, cleaning, chipping ,scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, etc. as specifiedfor all depths and heights including labour charges,tools and tackles,material costs etc. as per specifications and asdirected by the engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like corner curb angles,channels, beams, plates,supports from existing piperacks at all heights with necessary scaffolding and staging arrangements ,for t supports,extension of existing t suports etc. confirming to is: 2062 etc.at all heights & levels and locations including all builtup sections/ compound sectionsmade out of rolled sections and / or plates / bent plates ,edge preparation,cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, (including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings,including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection,including preparing the surface for painting , surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease, etc complete. including providing paint system as follows:(a) applying inorganic zinc silicate coat 75 micron dft(b) two coats of epoxy primer paint 75 micron dft each(c) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfacesin fabrication yard prior to erection as per specifications and as directed by engineer in charge. , manufacturing, transporting, supplying and erecting in position rcc precast elements such as cover slabs for cable trench,culvert etc. of m 35 grade with20mm and down size graded crushed stone aggregates as per is:456 2000,with minimum cement content of 400kg/cu.m usingordinary portland cement (opc) 53 grade each unit upto and inclusive of 1000kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, wherever required, finishing the top surface with cement mortar 1:3( 1 cement : 3 sand) to give asmooth and even surface or non skid finish as specified, providing lifitng hooks,metal inserts,making holes pockets, (only m.s. inserts to be measured & paid seperately) transporting to site, erecting, levelling, aligning and fixing in positionall complete (excluding cost of reinforcement) and as directed by the engineer in charge. , providingandfixing m.s. steel inserts(with holdfasts lugs) 6mm to 16mm thick made outasshownin drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes (for cable entry) etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain,reinforced cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts,& painting with one shop coat of inorganic zinc silicate primer (75 micron) and finishing with two coats of anti rust epoxy paint (100 micron each coat)etc complete as perdrawing and specification and direction of engineer in charge. , supplying, transporting, fabricating, erecting and fixing in position as per the specifications, electroforged hot dip galvanised gratings (gi coating weight shall be 305gm/sqm as per is 4759) of the approved design and pattern and erecting & fixing of fabricated steel work on operating floors, platforms, stair landings & treads,drain cover etc., at various levels including supply of all gi fixtures like edge plates for treads,clips, studs, bolts, welding if required and nosing for the treads and etc., complete, as per drawings, specifications & as directed by engineer in charge. , making necessary openings of 100 mm diameter in rccwallsusing core cutting method, including supply of all tools and tackles necessary arrangements etc., cutting lapping /welding of reinforcement bars as directed by engineer in charge. , same as item no.210 above, but for 150 mm dia.opening , same as item no.210 above, but for 200 mm dia.opening. , providing and fixing160 mm outer dia.poly vinyl chloride(pvc) pipes for irc trenches confirming to latest revision ofis:4985 class 1,including allfittings & accessories ,cutting the pipe,if necessary,lowering,laying in position to proper levels,slopes,providing proper jointing as per code requireemntsor manufacturers recommedations,sealing the open ends of pipes with gunny bags etc. all complete as per drawings, specifications and directions ofengineer in charge. , demolishing bituminous road (taking all necessary safety precautions) including bituminous carpet,metal base,soling etc.including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., disposal of the unserviceable material at designated places within the refinery premises upto a lead of 3kmcomplete as per specifications and as directed by engineer in charge. , demolishing reinforced cement concrete (taking all necessary safety precautions)manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours,necessary scaffolding, propping, underpinning, cleaning and including,cutting, straightening, scrapping of rebars and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing plain cement concrete (taking all necessary safety precautions)manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , demolishing brick masonry work in lime or cement mortar (taking all necessary safety precautions) for existing compound wall,manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , providing and laying reinforced np3 class (medium duty) rcc hume pipe of 300mm dia. with collars jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement:2m sand)for road crossing etc.including cutting, lowering, laying in position , with proper level, slope , testing of joints etc. as per specifications and directed by engineer in charge. , same as sl. no. 290 above,but for 450mm diameter. , supply of unskilled labourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge....

Chennai Petroleum Corporation Limited - Tamil Nadu

31234012 construction of operator cabin at plant 75 area in manali refinery of cpcl , earth work in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth upto 1.5m, including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lineslikewater pipes, electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , same as item no: 10 above, but for depth beyond 1.5m and upto 3.0m. , backfilling after execution of the work to the proper grade and level with selected approved available excavated soil fromsoil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming etc. in foundations, plinths, etc.all complete as per directions of engineer in charge. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area outside the refinery premises up to a lead of 7km ( vaikkadu village ) including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling m sand of specified quality underfootings, pedestal etc. for all depthsincluding the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , supplying and filling approved quarry dust of specified quality under floors, plinths, etc. for all depthsincluding the cost of quarry dust, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete ( pcc ) 1:4:8 with 40mm & down size graded aggregate for levelling course / fill under footings, pedestal etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting, in any shape, level, thickness, position and finishing the surface smooth / rough etc., complete as directed by engineer in charge. , providing&laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for allheightsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 ( 1 cement : 4coarse sand ) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrick masonry / concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 12mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrickmasonry, concrete surfacesincluding preparation of base, cleaning, chipping, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 6mm thick cement plaster in cement mortar 1:3 ( 1cement:3 fine sand by volume ) on roof ceilings, concretesurfaces including preparation of base, cleaning, chipping, packing of electrical works, scaffolding, finishing, curing etc.for all heights complete with all labour charges, material costs, tools and tackles etc.as per specifications and as directed by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades / coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty ( as per manufacturers recommendations ) sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , providing and applyingweather proof textured exterior paint on rcc / brick walls / plastered surface etc. of asian , nerolac, berger or any other equivalent approved make, one coat of primer andtwo or more coats ( to give a smooth and even shade ) of anti fungal, water proof, anti flakingweather proof paintof approved quality and shade etc. asper the specifications includingnecessaryscaffolding, cleaning and surface preparation, preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with plaster of paris, applying a coat of primer, two or more coats of oil / water based putty ( as per manufacturers recommendations ) sand papering etc., all complete as per specification and as directed by engineer in charge. , providing and applying textured granular type wall coating of bakelitehylam ltd. or approved equivalent, consisting of twin pack fine gradesilica granules / dry flakes made of special grade of china clay / granite type flakes of heritage or equivalent in approved shade and texture;mixed in situ with 100% acrylic polymer bonding agent; applied overplastered surfaces; the granules / flakes etc., bonding material, mixing, method of application, surface preparation etc. all shall be as per manufacturers recommendations and specifications all complete as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square / round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level, including preparing the surface for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying vitrified floor tiles of 600mmx 600mmofjohnson or approved equivalent makelaid on 20mm thick cement mortar 1:4 ( 1 cement:4 sand ) , including a coating of adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste, grouting with white cement and pigment with colour matching the shades of tiles including skirting, finishing, curing, material costs, labour charges, tools and tackles etc. all complete as directed by engineer in charge. , providing and laying of premium quality antiskid ceramic tiles of size 300x300 ofapproved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste / grout mixed with colour pigments matching the shade of tiles, with material costs, tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge. , providingand laying coloured glazed ceramic tiles for wall / dado ( grade i quality ) , ofapproved make & shade including 20 mm thick cementbedding c.m. 1:3, pvc beading with matching colour, pointing and finishing exposed joints with white cement / matching colour pigment, etc., including cleaning the finished surface, all complete with material costs, tools and tackles, stagings labour charges as perspecifications and as directed by engineer in charge. , providing and fixing tray type aluminium plank false ceiling consisting of 254 / 305mm x 1264mm or 600mm x 600mm size aluminium planks ( profiled for positive engagement into clip in profiles and demounting of individual planks ) manufactured out of 0.7mm thk. aluminium alloy 3105 / 3005 / 5052 ( as per astm 209m ) with stove enamelled ( coil coated ) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvnized steel clip in main runner profiles ( @1264m or 600mm as per plank size ) supported by and including 0.5mm thk. 25mm x 16mm gi suspension angle, 1mm thk. 25mm x 34mm x 76mm crca zinc plate steel ceiling brackets ( @ max. 1264mm c / c or 600mm as per profile ) fixed to roof slab / beam, 0.5mm thk. 40mm wide, 105mm high g.i> hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply / return air grill, lighting fixtures, ac ducts etc. all complete as directed by engineer in charge. , providing and fixing in positionupvc doors both single leaf / double leaf white in colour comprising of glass panel minimum 5mm thick and upvc panels of minimum 15mm thickness ( doors may be either partly glazed partly paneled or fully panelled ) with upvc stiles, rails, frame and accessories holdfasts, hinges, pull handles on both sides, locking arrangement as per requirementincluding labour charges, material cost, tools and tackles all complete as per specifications & as directed by engineer in charge. , providing and fixing in position two track two panel sliding upvc windows ( with clear 5mm thick glass ) , white in colour including all fixtures, fastenings, sliding system, sliding handle with flush lock, epdm gaskets, wool pile etc., making recesses in brick / concrete surfaces and making good the same after fixing all complete as per directions of engineer in charge. , providing and fixing isi marked, overall 30mm thickblock board flush door shutters of kutty or approved equivalent decorative type, consisting of solid core block board bonded with phenol formaldehyde synthetic resin and faced on one side with decorative1mm thick laminate and another side with water proof laminate of archidply or approved equivalentincluding providing and fixingt type second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300mm max., providing and fixing 125mm long stainless steel butt hinges [ for each shutter ( vertical spacing not exceeding 600mm ) including providing wooden filler / sealer, stainless steel lock with status indicator, teak wood lipping, aluminium butt hinges, 3mm thick anodised ( anodic coating not less than15 microns ) aluminium kicking plate fixed with screws for entire door width on either side of door for a height of 600mm, fixing with door frame, door bush, finishing etc . all complete as directed by engineer in charge. , providing and fixingsecond class teak wooden framesfor doors, windows, ventilators, cipboards etc. for all heights including all labours, tools, tackles, cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry / rcc by means of 300mm x 25mm x 6mm thick m.s. hold fasts screwed to frame @ 600mm max vertically and grouted with 1:2:4concrete by volume in min. 350mm x 100mmx100mm sized hole made in masonry / 96mm long, 12mm dia m.s. dash fastner, painting with two coats of approved shade and make ( ici or equivalent ) synthetic enamel paint over appoved quality primer coat, finishing etc. all complete as dirercted by engineer in charge. , providing & laying to required slope cement concrete screed of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand: 3 coarse aggregates 12.5mm and down graded aggregates ) using 53 grade opc inroof terrace etc. laid to required slope and thickness & inclusive of curing / pond curing, brooming with wire brush, finishingetc.all labours, tools and tackles complete as per drawing, specification & as directed by engineer in charge. , providing and laying water proofing membrane to roof of atactic poly propylene ( app ) with non woven polyster reinforcement having thin poly ethylene foil of approved quality inculding cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturers specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. ( the thickness of atactic poly propylene ( app ) membrane to be considered as 4.0mm ) , providing & fixing white glazed earthernware indian pan type water closetof parry ware or approved equivalent with integral footrest, includingall fittings, p or s traps, cutting walls, floors making good of same, finishing, soldered joints, making inlet / outlet connection, providing min. 150 mm thick sand cushion, finishing, etc.all complete as directed by engineer in charge. , providing & fixing white floor mounted european water closet ( ewc ) with dual flush cistern of parry ware verve or approved equivalent make including cistern, cistern lid, antimicrobial seat cover with lid, fitting, slim line health faucet with hose & hook, bibcock andother standard accessories, all fittings and fixturesincluding cutting walls, floors making good of same, making inlet / outlet connection, finishing, etc.all complete as per the directions ofengineer in charge. , providing and fixing white glazed earthern warehalf stallurinal of parryware niagara or approvedequivalent, includingcp urinal push angle valve, cp brass spreader with 32 mm dia pvc pipe, tee, distribution pipe, brackets etc. making inlet & outlet connections fixing with cp brass screws, finishing, etc. all complete as directed by engineer in charge. , providingandfixingin position white glazed earthern ware vitreous chinawash basin ofparryware inslim or approved equivalent with one c.p brass single lever pillar cock with aerator tap of parryware spark or approved equivalent, one no ofcp angle valve with wall flange, c.p. brass waste, pvc drain pipewith heavy bottle trap of parry ware or approved equivalent make, c.i. brackets and all accessories complete including cutting walls, floors and making good the same, painting all exposed metallic surfaceswith 2 coats of approved shade and quality synthetic enamel paint over an approved quality priming coat of red oxide zinc chromate making all connections, fixing, finishing, etc. all complete as per specifications and as directed by engineer in charge. , providing and fixing 600 x 450mm mirror of superior glass of parryware reflexion or approved equivalent complete with cp brass screws, fastners and washers complete as directed by engineer in charge. , providing and fixing600 mm long cp rodtowel rail of parry ware make or approved equivalent complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour all complete as specified by engineer in charge. , providing and fixing in position approved quality liquid soap dispenser ofparrywareor approved equivalent make, of standard size with snap fittings, including drilling holes, fixing with cp screws all complete as directed by engineer in charge. , providing and fixing c.p. brass shower rose 100mm diameter with 15 to 20mm inlet of parryware or equivalent approved including 230mm shower arm, making inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing of cp brass twin robe hook of parryware / approved equivalent including fixing the coat hook including drilling holes on plastered / tiled wall and doors fixing the coat hook with cp screws including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , providingandfixing in position white glazed earthern ware vitreous chinadivisional plate partition for urinals ofparryware or approved equivalentplacedbetweenurinalsanchoring and fixing the divisional plate with fastners and required clamps / fittings, making good of all damaged work, finishing etc., all complete as per specification and as directed by engineer in charge. , providing and fixing15 mm nominal outer dia. & sdr11 chlorinated poly vinyl chloride ( cpvc ) pipes ( exposed on wall ) , of approved equivalent make having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings & accessories including fixing the pipe with clamps at 1m spacing. this includes jointing of pipes & fittings with one step cpvc solvent and testing of joints complete as per directions of engineer in charge. , same as sl. no: 460 above, but for 20mm nominal outer dia. pipes , same as sl. no: 460 above, but for 50mm nominal outer dia. pipes , providing and fixing 150 mm dia. rigid pvc rain water pipeswith ms holder clamps including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing100 mm dia.rigidpvc pipes with pressure rating of 4 kg / sq.cm of approved brand including all fixtures as vent pipe for septic tank, machine welded, rubber ring jointsusing approved lubricant, making hole in the slaband restoring the same to the original condition including provision of cowl in the septic tank vent pipe etc. complete as per specifications and directions of engineer in charge. , providing and fixing 15 mm dia. nominal bore galvanized iron ( gi ) medium duty pipes ofapproved make complete with gi fittings ( reducers, unionsetc. ) and clamps including making good the walls etc., concealed pipe including cutting chases and makinggood the wall complete as per directions of engineer in charge. , same as sl. no: 510 above, but for 20mm nominal outer dia. pipes , same as sl. no: 510 above, but for 40mm nominal outer dia. pipes , same as sl. no. 510 above, but for 80mm dia. nominal bore pipes. , same as sl. no. 510 above, but for 100mm dia. nominal bore pipes. , same as sl. no. 510 above, but for 150mm dia. nominal bore pipes. , providing and fixing two way bibcock single lever range with flange of parryware or equivalent approved 15mm nominal bore cp including fixingand connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal bore brass bibcock including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal borebrass angle valve including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing 50 mm nominal bore gun metal gate valve ( lever type ) lever of approved quality including all fittings etc. complete as directed by engineer in charge. , supplying and laying custom ( prefabricated ) pvc floor sumps / floor traps fabricated out of 110mm dia. 6 kg / cm2 class pvc pipes with inlet and outlets from 40mm upto 75mm, including providing water seal, fixing to a perfect level, laying cement concrete in 1:3:6 mix cp / pvc colour grating with frame at 4mm below finished floor level making holes in masonry or concrete cutting surfaces conveying all dismantled portions and clearing the site, making leak proof joint and testing, etc. complete and as directed by engineer in charge. , providing and fixing coloured 10 litre p.v.c low level flushing cistern with manually controlled device ( handle lever ) deluxe dual flushofparryware or approved equivalent make with all fittings and fixtures complete as directed by engineer in charge. , providing and fixingaluminium extruded section body tubular type universal hydraulic door closerof approved make with double speed adjustment with necessaryaccessories and screws with all labour charges, tools & tackles etc. all completeas directed by engineer in charge. , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate ( 20mm & down size ) withopc 53 grade cementfor cable trench, storm water drain and septic tank cover slabs for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing / laying in position, all complete ( excluding cost of reinforcement ) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supply and installation of cylindrical triple layer white virgin plastic storage tank of capacity 1000 litres of sintex or approved equivalent onground floor roof with lid and making necessary cutout / holes for inlet, outlet and overflow pipes, necessary connections and sealing all joints properly, all complete. including, fixing, transportation to work site all complete as per drawings and directions of engineer in charge. , demolishing reinforced cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including, cutting, straightening, scrapping of rebars and disposal of unserviceable material within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , demolishing plain cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights belowand above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material at designated places within the refinery premises upto a lead of 3km as directed by the engineer in charge. , supply of unskilled labourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools etc. all complete as directed by engineer in charge. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

31142218 construction of operator cabin at bs vi sru area in manali refinery of cpcl , earth work in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth upto 1.5m, including cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, and stacking of excavated material within a lead of 100m, including providing temporary supports to existing facilities viz., service lineslikewater pipes, electric under ground cablesetc. all complete as per the specifications and directions of engineer in charge. , same as item no: 10 above, but for depth beyond 1.5m and upto 3.0m. , backfilling after execution of the work to the proper grade and level with selected approved available excavated soil fromsoil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness not exceeding 150 mm, watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming etc. in foundations, plinths, etc.all complete as per directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) todesignated areas within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling m sand of specified quality underfootings, pedestal etc. for all depthsincluding the cost of sand, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layersnot exceeding 150 mm, watering, ramming, compacting with mechanical compactors and / or other equipment to specified levelall complete as perspecifications and directions of engineer in charge. , supplying and filling approved quarry dust of specified quality under floors, plinths, etc. for all depthsincluding the cost of quarry dust, labour charges, tools and tackles, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layer not exceeding 150 mm, watering, ramming, compacting with mechanical compactors to specified levelall complete as perspecifications and directions of engineer in charge. , providing and laying in position plain cement concrete ( pcc ) 1:4:8 with 40mm & down size graded aggregate for levelling course / fill under footings, pedestal etc., for all depthsincluding all tools and tackles, labour and material charges, curing, compacting, in any shape, level, thickness, position and finishing the surface smooth / rough etc., complete as directed by engineer in charge. , providing&laying dry rubble soling ( hard core ) with 20 to 40 mm size metal, under foundations / ground floor slab ( grade slab ) etc., including filling recesses by grit, stone chips & approved murrum, watering, dressing, compacting with mechanical compactors etc., complete as per drawings, specifications and as per thedirections of engineer in charge. , providing, mixing and laying in position rcc 1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m.using 53 grade ordinary portland cement in sub structure for all depths upto ffl level including cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rcc1:1.5:3 with 20mm and down graded coarse aggregates as per is 456:2000 with a minimum cement content of 400kg / cu.m. using 53 grade ordinary portland cement in super structure for all heightsabove ffl level including cost of admixtures, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. ( excluding the cost of reinforcement, shuttering ) , etc. all complete as specified, and directed by engineer in charge. , providing and fixing straight / inclinedcentering and shuttering in sub structure for all depths upto ffl levelincluding strutting, bracing, propping etc. keeping the same in position during concreting and de shuttering & removal of the same after specified period as per specifications.keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , providing and fixingstraight / inclined centering and shuttering in super structure at all heights above ffl level including strutting, bracing, propping etc. keeping the same in position during concreting, de shuttering & removal of the same after specified period as per specifications etc., keeping necessary provision for inserts, projecting dowels, or any other fixture etc. all complete and as specified and directed byengineer in charge complete with all tools and tackles, materials, labour charges, consumables etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating and placing in position high strength deformed steel bar reinforcement of grade fe500 for rcc work, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 standard wire gauge ( swg ) black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, overlaps, chairs, spacers, lifting hooks etc for all heights & depths etc. all complete as directed by engineer in charge. , providing and laying brick masonry in sub structureup to ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for alldepthsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonry in super structureabove ffl level using cement mortar 1:5 ( 1 cement:5 coarse sand ) for allheightsincluding the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, embedding the fittings, curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying half brick masonry in cement mortar 1 : 4 ( 1 cement : 4coarse sand ) for all depths and heightsincluding cost of materials, cement, labour, scaffolding, sampling, testing, supplying and placing 2 no. 8 mm dia. diarebars at every fourth course, sealing the gap between masonry and soffit of the beam / slab, embedding the fittings and fixtures, curing, etc. all complete as per specifications, and as directed by engineer in charge. note: the cost of reinforcement shall be paid seperately under relevant items. , providing 15mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrick masonry / concrete surfaces including preparation of base, cleaning, chipping, scaffolding, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 12mm thick cement plasterin cement mortar 1:4 ( 1cement:4 fine sand by volume ) onbrickmasonry, concrete surfacesincluding preparation of base, cleaning, chipping, scaffolding if required, finishing, curingincludingmouldings and providing grooves in plaster, bands, mouldings etc. as specifiedfor all depths and heights including labour charges, tools and tackles, material costs etc. as per specifications and asdirected by the engineer in charge. , providing 6mm thick cement plaster in cement mortar 1:3 ( 1cement:3 fine sand by volume ) on roof ceilings, concretesurfaces including preparation of base, cleaning, chipping, packing of electrical works, scaffolding, finishing, curing etc.for all heights complete with all labour charges, material costs, tools and tackles etc.as per specifications and as directed by the engineer in charge. , providingandapplying two coats of interior emulsion with wall putty of approved make of any shades / coloursover one coat of primer asper the specifications includingnecessaryscaffolding and surface preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with white cement, applying a coat of primer, two or more coats of oil based putty ( as per manufacturers recommendations ) sand paperingetc. in walls and roof ceiling, complete as per specification and as directed by engineer in charge. , providing and applyingweather proof textured exterior paint on rcc / brick walls / plastered surface etc. of asian , nerolac, berger or any other equivalent approved make, one coat of primer andtwo or more coats ( to give a smooth and even shade ) of anti fungal, water proof, anti flakingweather proof paintof approved quality and shade etc. asper the specifications includingnecessaryscaffolding, cleaning and surface preparation, preparation consisting of application of plaster of paris punning over entire surface, filling all holes and depressions with plaster of paris, applying a coat of primer, two or more coats of oil / water based putty ( as per manufacturers recommendations ) sand papering etc., all complete as per specification and as directed by engineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates, square / round bars, pipes, tubesfor ladders at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates for curb edging etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding, preheating, finishing edges by grinding, fixing in line and level, including preparing the surface for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erection as per specifications and as directed by engineer in charge. supply of all materials in contractors scope. , providing and laying vitrified floor tiles of 600mmx 600mmofjohnson or approved equivalent makelaid on 20mm thick cement mortar 1:4 ( 1 cement:4 sand ) , including a coating of adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste, grouting with white cement and pigment with colour matching the shades of tiles including skirting, finishing, curing, material costs, labour charges, tools and tackles etc. all complete as directed by engineer in charge. , providing and laying of premium quality antiskid ceramic tiles of size 300x300 ofapproved make floor matt finished colour, nonslip, decorative type of tiles, approved make with bed of 20mm thick cement mortar 1:3 in line and level including cleaning the finished surfaces with oxalic acid including skirting out the joints, flush pointing of joints of tiles with cement paste / grout mixed with colour pigments matching the shade of tiles, with material costs, tools and tackles, labour charges etc.as per specifications, standards and instructions of engineer in charge. , providingand laying coloured glazed ceramic tiles for wall / dado ( grade i quality ) , ofapproved make & shade including 20 mm thick cementbedding c.m. 1:3, pvc beading with matching colour, pointing and finishing exposed joints with white cement / matching colour pigment, etc., including cleaning the finished surface, all complete with material costs, tools and tackles, stagings labour charges as perspecifications and as directed by engineer in charge. , providing and fixing tray type aluminium plank false ceiling consisting of 254 / 305mm x 1264mm or 600mm x 600mm size aluminium planks ( profiled for positive engagement into clip in profiles and demounting of individual planks ) manufactured out of 0.7mm thk. aluminium alloy 3105 / 3005 / 5052 ( as per astm 209m ) with stove enamelled ( coil coated ) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvnized steel clip in main runner profiles ( @1264m or 600mm as per plank size ) supported by and including 0.5mm thk. 25mm x 16mm gi suspension angle, 1mm thk. 25mm x 34mm x 76mm crca zinc plate steel ceiling brackets ( @ max. 1264mm c / c or 600mm as per profile ) fixed to roof slab / beam, 0.5mm thk. 40mm wide, 105mm high g.i> hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply / return air grill, lighting fixtures, ac ducts etc. all complete as directed by engineer in charge. , providing and fixing in positionupvc doors both single leaf / double leaf white in colour comprising of glass panel minimum 5mm thick and upvc panels of minimum 15mm thickness ( doors may be either partly glazed partly paneled or fully panelled ) with upvc stiles, rails, frame and accessories holdfasts, hinges, pull handles on both sides, locking arrangement as per requirementincluding labour charges, material cost, tools and tackles all complete as per specifications & as directed by engineer in charge. , providing and fixing in position two track two panel sliding upvc windows ( with clear 5mm thick glass ) , white in colour including all fixtures, fastenings, sliding system, sliding handle with flush lock, epdm gaskets, wool pile etc., making recesses in brick / concrete surfaces and making good the same after fixing all complete as per directions of engineer in charge. , providing & laying to required slope cement concrete screed of mix 1:1.5:3 ( 1 cement : 1.5 coarse sand: 3 coarse aggregates 12.5mm and down graded aggregates ) using 53 grade opc inroof terrace etc. laid to required slope and thickness & inclusive of curing / pond curing, brooming with wire brush, finishingetc.all labours, tools and tackles complete as per drawing, specification & as directed by engineer in charge. , providing and laying water proofing membrane to roof of atactic poly propylene ( app ) with non woven polyster reinforcement having thin poly ethylene foil of approved quality inculding cleaning, crack filling, rendering and necessary fixing arrangements as per manufacturers specifications, rate shall include supplying & sprinkling pea sized gravel or grit devoid fine sand over member complete as per drawing, specifications and as directed by engineer in charge. ( the thickness of atactic poly propylene ( app ) membrane to be considered as 4.0mm ) , providing & fixing white glazed earthernware indian pan type water closetof parry ware or approved equivalent with integral footrest, includingall fittings, p or s traps, cutting walls, floors making good of same, finishing, soldered joints, making inlet / outlet connection, providing min. 150 mm thick sand cushion, finishing, etc.all complete as directed by engineer in charge. , providing and fixing white glazed earthern ware half stall urinal of parry ware orapprovedequivalent, including parryware brand or approved equivalent cp urinal push angle valve, cp brass spreader with 32 mm dia pvc pipe, tee, distribution pipe, brackets etc. making inlet & outlet connections fixing with cp brass screws, finishing, etc. all complete as directed by engineer in charge. , providing and fixing white glazed earthenware china wash basin of make parryware or approved equivalent of 500x400mm sizeincluding approved cast iron / ms brackets, one 15mm dia. cp brass pillar cock of parry ware make a, rubber plug with cp brass, 32mm cp waste fitting of standard pattern pipe with 32mm dia. pvc pipe, cutting wall, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint overred oxide zinc chromate ( approved quality ) making all connections, finishing etc. all complete as directed by engineer in charge. , providing and fixing 600 x 450mm mirror of superior glass of parryware or approved equivalent complete with cp brass screws, fastners and washers complete as directed by engineer in charge. , providing and fixing600 mm long cp rodtowel rail of parry ware make or approved equivalent complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour all complete as specified by engineer in charge. , providing and fixing in position approved quality liquid soap dispenser ofparrywareor approved equivalent make, of standard size with snap fittings, including drilling holes, fixing with cp screws all complete as directed by engineer in charge. , providing and fixing c.p. brass shower rose 100mm diameter with 15 to 20mm inlet of parryware or equivalent approved including 230mm shower arm, making inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing of cp brass twin robe hook of parryware / approved equivalent including fixing the coat hook including drilling holes on plastered / tiled wall and doors fixing the coat hook with cp screws including all fittings & fixtures, labour tools and tackles, making the good the same, all completeas directed by engineer in charge. , providingandfixing in position white glazed earthern ware vitreous chinadivisional plate partition for urinals ofparryware or approved equivalentplacedbetweenurinalsanchoring and fixing the divisional plate with fastners and required clamps / fittings, making good of all damaged work, finishing etc., all complete as per specification and as directed by engineer in charge. , providing and fixing15 mm nominal outer dia. & sdr11 chlorinated poly vinyl chloride ( cpvc ) pipes ( exposed on wall ) , of approved equivalent make having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings & accessories including fixing the pipe with clamps at 1m spacing. this includes jointing of pipes & fittings with one step cpvc solvent and testing of joints complete as per directions of engineer in charge. , same as sl. no: 400 above, but for 20mm nominal outer dia. pipes , same as sl. no: 400 above, but for 50mm nominal outer dia. pipes , providing and fixing 150 mm dia. rigid pvc rain water pipeswith ms holder clamps including fixing / embedding into masonry / concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete including jointing with bonding solution of approved quality and make with pressure rating of 4 kg / sq.cm including clamps, connections, etc. complete as per specifications and as directed by engineer in charge. , providing and fixing100 mm dia.rigidpvc pipes with pressure rating of 4 kg / sq.cm of approved brand including all fixtures as vent pipe for septic tank, machine welded, rubber ring jointsusing approved lubricant, making hole in the slaband restoring the same to the original condition including provision of cowl in the septic tank vent pipe etc. complete as per specifications and directions of engineer in charge. , providing and fixing 15 mm dia. nominal bore galvanized iron ( gi ) medium duty pipes ofapproved make complete with gi fittings ( reducers, unionsetc. ) and clamps including making good the walls etc., concealed pipe including cutting chases and makinggood the wall complete as per directions of engineer in charge. , same as sl. no: 450 above, but for 20mm nominal outer dia. pipes , same as sl. no: 450 above, but for 40mm nominal outer dia. pipes , same as sl. no. 450 above, but for 80mm dia. nominal bore pipes. , same as sl. no. 450 above, but for 100mm dia. nominal bore pipes. , same as sl. no. 450 above, but for 150mm dia. nominal bore pipes. , providing and fixing two way bibcock single lever range with flange of parryware or equivalent approved 15mm nominal bore cp including fixingand connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal bore brass bibcock including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing parryware or equivalent approved 15mm nominal borebrass angle valve including breaking walls and making good the same, inlet and outlet connections, etc. completeas directed by engineer in charge. , providing and fixing 50 mm nominal bore gun metal gate valve ( lever type ) lever of approved quality including all fittings etc. complete as directed by engineer in charge. , supplying and laying custom ( prefabricated ) pvc floor sumps / floor traps fabricated out of 110mm dia. 6 kg / cm2 class pvc pipes with inlet and outlets from 40mm upto 75mm, including providing water seal, fixing to a perfect level, laying cement concrete in 1:3:6 mix cp / pvc colour grating with frame at 4mm below finished floor level making holes in masonry or concrete cutting surfaces conveying all dismantled portions and clearing the site, making leak proof joint and testing, etc. complete and as directed by engineer in charge. , providing and fixing coloured 10 litre p.v.c low level flushing cistern with manually controlled device ( handle lever ) deluxe dual flushofparryware or approved equivalent make with all fittings and fixtures complete as directed by engineer in charge. , providing and fixingaluminium extruded section body tubular type universal hydraulic door closerof approved make with double speed adjustment with necessaryaccessories and screws with all labour charges, tools & tackles etc. all completeas directed by engineer in charge. , providing, hoisting and fixing in position rcc precast elementswithreinforced cement concrete grade 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate ( 20mm & down size ) withopc 53 grade cementfor cable trench, storm water drain and septic tank cover slabs for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering, providing lifting hooks, levelling, aligning and fixing / laying in position, all complete ( excluding cost of reinforcement ) and as directed by engineer in charge. all material including cementto be supplied by the contractor. , supply and installation of cylindrical triple layer white virgin plastic storage tank of capacity 1000 litres of sintex or approved equivalent onground floor roof with lid and making necessary cutout / holes for inlet, outlet and overflow pipes, necessary connections and sealing all joints properly, all complete. including, fixing, transportation to work site all complete as per drawings and directions of engineer in charge. , demolishing reinforced cement concrete ( taking all necessary safety precautions ) manually / by mechanical means for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including, cutting, straightening, scrapping of rebars and disposal of unserviceable material within the refinery premises upto a lead of 3kmas directed by the engineer in charge. , cutting & clearing the areaof grass, rank, vegetation, wild growth bushes, trees and plants upto 30cm girth measured at a height 1.0m above ground leveletc, including removal of rubbish, grass, plants, bushes, by cutting it, removing completely as per directions of engineer in charge and collecting all cut grass, vegetation etc and staking it at designated place within a lead of 100m with all tools, labour etc. complete as per specfications and directions of engineer in charge. , providing and applying textured granular type wall coating of bakelitehylam ltd. or approved equivalent, consisting of twin pack fine gradesilica granules / dry flakes made of special grade of china clay / granite type flakes of heritage or equivalent in approved shade and texture;mixed in situ with 100% acrylic polymer bonding agent; applied overplastered surfaces; the granules / flakes etc., bonding material, mixing, method of application, surface preparation etc. all shall be as per manufacturers recommendations and specifications all complete as directed by engineer in charge. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

30332480 arc for clearing, removing grasses, bushes at cpcls cbr 9 mmtpa project premises / muttam terminal premises in nagapattinam arc for clearing, removing grasses, bushes at cpcls cbr 9 mmtpa project premises / muttam terminal premises in nagapattinam , grass bush clearing: clearing the area of grasses, bushes, wild growth, light jungle, scuba grasses, julie flora, elephant grasses and trees up to 300 mm girth (measured at 1 m height aboveground level) excluding uprooting, up to ground level; along road side berms / drains, under pipelines / structures, tank farms, yards, around the buildings etc. manually/ by jcb/ or using petrol / diesel operated brush cuttermachines (as per site condition & advice of eic) and scraping cut grass, vegetations, trees completely from existing ground level. scrapped / removed vegetations, trees, saplings shall be bundled into heaps and disposed at designated places in cpcl premises or in excavated pits up to a distance of 4 km as directed by eic with contractors own transport, all tools, tackles, labor, making necessary approaches to pits etc. all complete. , tree pruning 5m to 8 m: trimming and pruning of trees by cutting off branches of trees using necessary tools and tackles including collecting, stacking, loading/ unloading, transporting and disposing within the cpcl premises as directed by eic up to a lead of 4 km.for trees of height above 5 m to 8m , tree pruning above 8m: trimming and pruning of trees by cutting off branches of trees using necessary tools and tackles including collecting, stacking, loading/ unloading, transporting and disposingwithin cpcl premises as directed by eic up to a lead of 4km etc. complete.for trees of height above 8m , chopping fallen trees: providing services by deploying 1 chain saw cutting machine of petrol run engine of hitachi / honda /maax / mitsubishi / kawasaki / ouligen / bosch make of minimum 50 cc capacity / 3hp power and minimum 20 bar length with chain pitch of 0.325 inch. for cutting / chopping down of weak / fallen trees including removal of the branches and roots to a lead of 100 metres and stacking themusing 1 skilled operator for running the petrol driven wood cutting saw machine and 3 semi skilled workmen for assistance with necessary tools and tackles such as manual saw, crow bar, cutting knife, ropes, other tools required to carryout the job etc. the serviceable material shall be stacked at designated places inside the cpcl premises & unserviceable materials shall be bundled into heaps and disposed within a lead of 4 km with contractors own transport, all tools, tackles, labor etc. all complete as directed by the engineer in charge.(unit of measurement shall be lumpsum per day).cost includes charges of petrol / oil and other consumables for running the machine, stacking, disposal charges and all labor, tools, supervision, transportation etc. , earth work excavation: earth work in excavation inall types of soil ,includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means(hydraulic excavators) / manually for depth up to 1.5m,including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated/sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes,sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , same as item item no.50 but for depths beyond 1.5m up to 3.0m , same as item no.50 but for depths beyond 3 m up to 4.5 m , backfilling: back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers for all depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. => limited...

Department Of Atomic Energy - Tamil Nadu

30330409 bids are invited for custom bid for services development of horticulture works item no 1 clearing grass along with small bushes qty 490349 sqm , custom bid for services item no 2 providing and using jcb for bush clearance leveling dozing qty 200 per hour , custom bid for services item no 3 providing and planting approved plants and maintaining the same for 2 months qty 500 no , custom bid for services item no 4 providing lawn involves planting specified corian bermuda grass qty 500 sqm , custom bid for services item no 5 providing and planting approved hedges and maintaining the same for 2 months qty 200 meter , custom bid for services item no 6 providing and planting approved fruit bearing plants such as mango sapota jamun badam qty 100 no , custom bid for services item no 7 supply of approved indoor plants with cemented flower pot qty 1000 no , custom bid for services item no 8 providing and planting ornamental plant and maintaining the same for 2 months qty 50 no , custom bid for services item no 9 maintenance of plantation with following activities qty 23936 each month , custom bid for services item no 10 maintenance of lawn with following activities qty 79400 sqm month , custom bid for services item no 11 maintenance of hedges 500mm height above with the following activities qty 16995 rm month , custom bid for services item no 12 maintenance of plant with cemented flower pots with the following activities qty 6464 each month , custom bid for services item no 13 maintenance of shrubs ornamental plants with the following activities qty 548 each month , custom bid for services item no 14 supply of cow dung organic manure for plantation lawn areas as directed qty 5961 kg , custom bid for services item no 15 supply of fertilizer dap of approved quality to the storing areas as directed qty 3971 kg , custom bid for services item no 16 supply of fertilizer urea of approved quality to the storing areas as directed qty 3971 kg , custom bid for services item no 17 name board supply of ms name plates for plantation having size of 400mm x 300mm with 3mm thick ms plate qty 20 no , custom bid for services item no 18 name board erection of ms name boards for plantation qty 20 no...

Chennai Petroleum Corporation Limited - Tamil Nadu

30193481 barricading of crude storage tanks by pvc barbed wire fencing barricading of crude storage tanks by pvc barbed wire fencing at cpcls cbr, nagapattinam , dismantling cc / rcc work by mechanical means and stockpiling at designated locations and disposal of dismantled materials upto a lead 100 m, stacking serviceable materials separately including cutting reinforcement bars, scaffolding breaking into pieces all labor, tools supervision safety permits, safety precaution etc. complete. , demolishing plain cement concrete in foundation and super structure including disposal of unserviceable material upto a initial lead of 100m as directed serviceable materials to stores including scaffolding, all labor, tools supervision, safety permits, safety precaution etc. complete. , demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials upto a initial lead of 100m within the refinery premises as directed andincluding breaking into pieces, all labor, tools, etc. complete. , demolishing rubble or coursed rubble masonry in lime or cement mortar in foundations or at super structures and disposal of the same upto a initial lead of 100m within the refinery premises as directed by the eic , breaking of bituminous road including bituminous carpet, metal base, soling etc. including removing debris upto a initial lead of 100m within the refinery premisesas per instruction of engineer in charge , dismantling pipe lines of upto 6 inch dia including gi, pvc, cpvc, cast iron, stone ware etc. including of all tools and tackles and disposal to scrap yard , dismantling & removal of structurals / gratings but hot or cold cutting at all levels and disposal at scrap yard including supplying of all types of tools & tackles, lifting arrangements like chain pulley blocks, suitable slings / belts, etc., machineries, all consumables and labor to complete the job in all respects, transportation of unused materials to owners storage point and dumping the old vessel / generated scrap material to the designated place as per eic instructions , earthwork in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth upto 1.5m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , providing and filling fine aggregate ( m sand ) of approved quality in floor, foundation etc. in layer of 15 cm thickness including, watering, ramming, consolidating etc. complete. , back filling the available excavated earth in plinth, trenches, sides of foundations in depressed areas in layers not exceeding 20 cm depth consolidating each layer by ramming and watering upto 50 mt lead and lift upto 1.5 mt , providing and laying plain cement concrete 1:2:4 ( 1 part of cement : 2 part of fine aggregate ( m sand ) and 4 part of stone aggregate 20mm nominal size ) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge but excluding cost of form work. rate includes supply of opc 53 grade cement. , providing and laying reinforced cement concrete1:1.5:3 ( 1 part of cement, 1.5 part offine aggregate and 3 part of stone aggregate 20 mm and down ) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge. including cost of form work. using opc 53 grade / sulphate resisting portland cement grade of approved make conforming to is. rate includes supply of opc 53 grade cement. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe500 ) , for rcc work, pile, including transporting the steel, straightening, cleaning, decoiling. cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fan hooks, scaffolding, etc. for all heights and depths, etc., all complete as per specifications and directions of engineer in charge. , providing fixing form work including centering, shuttering and strutting and propping so as to give a rough finish for in situ r.f cement concrete and / or plain cement concrete work in foundation and plinth like footing, raft, basis of column, pipe supports, equipment foundations, mass concrete, circular shape etc. for all depths and heights including removal of shuttering after the specified period is over and as directed by the engineer in charge. complete with all materials labors consumable etc. ( form work shall be supplied by the contractor and shall remain the property of the contractor ) , supplying, fabricating, fixing andkeeping in position at all levelsand locations threaded anchor bolts of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size m.s rounds to requireddiameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement / any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed ( supply of all materials in contractors scope ) . , transporting and disposing the surplus earth / debris generated after backfilling from construction activities, loading, unloading, as directed to designated place within refinery premises upto a lead of 3 kms. , supplying, transporting, storing, fabricating & erecting in position bolted and / or welded structural steel works like angles , channels, beams, plates, pipes, tubes etc.at all heights & levels and locations including all built up sections / compound sections made out of rolled sections and / or plates / bent plates in existing / new structural pipe supports, frames, etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding of unsound joints in existing structural members, preheating, ( including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection, including preparing the surface for painting , surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc. complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 50 micron dft ( b ) two coats of epoxy primer paint 50 micron dft each ( c ) two coats of anti rust epoxy top coat paint 75 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after manual cleaning prior to erection as per specifications & as directed by engineer in charge. supply of all materials in contractors scope. , supplying and fixing pvc coated gi barbed wire of outer dia3 mmweighing 9.38 kg per 100m ( minimum ) , between the two posts fitted and fixed with g.i. staples, turn buckles etc. in all heights complete. payment to be made per meter cost of total length of barbed wire used. , fabricating & erecting in position bolted and / or welded structural steel works like angles , channels, beams, plates, pipes, tubes etc.at all heights & levels and locations including all built up sections / compound sections made out of rolled sections and / or plates / bent plates in existing / new structural pipe supports, frames, etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding of unsound joints in existing structural members, preheating, ( including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection, including preparing the surface for painting , surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc. complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 50 micron dft ( b ) two coats of epoxy primer paint 50 micron dft each ( c ) two coats of anti rust epoxy top coat paint 75 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after manual cleaning prior to erection as per specifications & as directed by engineer in charge. cpcl will supply structural steel members like angle, channel, beam, plate, tubes, etc. at free of cost at cpcl stores and contractor has to arrange for collection & transportation of the same to site. supply of all other materials except structural steel members in contractors scope. structural steel / pipes will be provided from cpcl scrap yard / any other location and contractor has to make necessary arrangements for shifting to job location at no additional cost => limited...

Indian Army - Tamil Nadu

30008511 bids are invited for man power outsourcing services for housekeeping and conservancy services to mes assests complete by providing safaiwala 02 nos in the office of ge (m) nas arakkonam and ge(p) arakkonam complete all as specified and directed by engineer in charge. minimum 02 (two) safaiwala for day to day work in all weather conditions with necessary tools etc. except sundays and holidays for one shift of 08 hours duty per day.note: safaiwala (conservancy staff) min 02 nos (two) shall be provided per day and conservancy services shall encompass. (i)brooming and mopping the floor using floor cleaner. broom and cloth including cobweb if any and freshening the room with room freshener.(ii)cleaning of bathroom and lavatory using phenyl and harpic.(iii) cleaning of roof top using broom stick and steel wire brush and removing the dry leaves and dust including debris if any.(iv)maintenance of office lawns including watering, trimming of plants/shrubs and removing unwanted fallen leaves/other materials and keeping the surroundingsneat and tidy.(v) cleaning of roads/road berms/parking area /open area using broom stick and diposing all the garbage in garbage bin.(vi) the quoted rates to be inclusive of the rates of consumables to be brought as per minimum consumption given in ps clause no.5b (iii)(vii) duties will be assigned by eng in charge with specific combined area , man power 1 outsourcing services for providing 05 (five) nos photo copier operator (ferro printer/duftry/peon/mts) (3 nos for ge (m) nas arakkonamand 2 nos for ge (p) arakkonam) having minimum 03 years experience in handling and operating photocopy machine etc. inluding minor repairs for day to day works in all weather conditions except sunday and holidays all as specified and as directed to work for 08 hours duty per day. the minimum qualification should be 10+2 or equivalent and should be well conversant to official language ie. hindhi, english and tamil. he / she should have knowledge of operating ...

Ministry Of Railways - Tamil Nadu

29950704 bids are invited for and jetropha and syzygium , custom bid for services schedule h excavating 170 nos pits of size 30cm x 30cm x60cm filing with garden soil mixture of farm yard manureand planting specified nursery grown shrubs , custom bidfor services schedule i supply of 81 nos accent plantsof 115cm height faurcaria and foxtail palm andphoenix palm or areca palm , custom bid for services schedule j excavating 81 nos pits of size 60cm x 60cm x60cm filling with garden soil mixture of farm yard manureand planting specified nursery grown shrubs , custom bidfor services schedule k supply of30nos special plant of130cm height plumaria or ficus topiary , custom bid forservices schedule l excavating 30nos pits of size 75cm x75cm x 75cm filling with garden soil mixture of farm yardmanure and planting specified nursery grown shrubs , custom bid for services schedule m construction of 2 noswater fountain landscape the fountain tank to a size of2m x 3m and fountain at the height of 3m the rate includedto supply of stones civil works and motor accessories laborand transport co.. total quantity :...

Indian Army - Tamil Nadu

29864702 bids are invited for item no 1 provide services of housekeeping at hq adg (p) chennai by outsourcing services of07 (seven) number of un skilled (multi tasking supervisory staff/ photo copy operator /office assistant/ care taker / peon / duftry ) having minimum 2 year experience in handling of files, filing of documents, folio numbering, maintaining necessary records and documentation complete, maintenance of office furniture and operating photocopier machine etc. day to day works in all weather conditions except sunday and holidays complete all as specified and as directed. note:the bidders quoted rate shall be deemed to includethe following aspects:(i)he/she should have knowledge of with reference to maintenance and up keeping of mes offices.(ii) maintenance of office lawns, cutting of trees / shrubs and watering of plants.(iii) , item no 2 provide services of conservancy such as daily cleaning, toilet cleaning, brooming, mopping, sweeping , sanitary annexes cleaningat hq adg (p) chennai by outsourcing services of01 (one) number of un skilled / safaiwala/ sanitary worker/sweeper/ cleaner havingexperience in disinfection of rooms, routine cleaning,etc. day to day works in all weather conditions except sunday and holidays complete all as specified and as directed. note : the items such as broom stick, cobwebstick, steel wire brush, garbage bags for disposing all the garbage in garbage bin. consumables such as harpic, lizol, acid, phenyl, room freshner, bucket, wiper cloths etc required for day to day maintenance work shall be provided by the contractor.the rate quoted by the tendered for this item shall be inclusive of the above provisions. no extra cost on this account is admissible. note: safaiwala (conservancy unskilled staff) shall be provided per day and conservancy services shall comprises of the following :(i) brooming and mopping the floor using floor cleaner.broom and cloth including cobweb if anyand freshening the room with room freshner.(ii) cleaning ...

Tamil Nadu Transmission Corporation Limited - Tamil Nadu

29613004 clearing of light jungle and weeds or shrubs in the 230kv switchyard and 110kv switchyard at koyambedu 230kv ssclearing of light jungle and weeds or shrubs in the 230kv switchyard and 110kv switchyard at koyambedu 230kv ss...

Chennai Petroleum Corporation Limited - Tamil Nadu

29612985 annual rate contract ( arc ) for grass / bush cutting and trees trimming / cutting at cbr project site, muttam terminal areas in cpcls cbr, nagapattinam annual rate contract ( arc ) for grass / bush cutting and trees trimming / cutting at cbr project site, muttam terminal areas in cpcls cbr, nagapattinam , clearing the area of grasses, bushes, wild growth, light jungle, scuba grasses, julie flora, elephant grasses and trees up to 300 mm girth ( measured at 1 m height aboveground level ) excluding uprooting, however up to ground level; along road side berms / drains, under pipelines / structures, tank farms, yards, around the buildings etc. manually / by jcb / or using petrol / diesel operated brush cuttermachines ( as per site condition & advice of eic ) and scraping cut grass, vegetations, trees completely from existing ground level. scrapped / removed vegetations, trees, saplings shall be bundled into heaps and disposed at designated places in cpcl refinery premises or in excavated pits up to a distance of 4 km as directed by eic with contractors own transport, all tools, tackles, labor, making necessary approaches to pits etc. all complete. , trimming and pruning of trees by cutting off branches of trees using necessary tools and tackles including collecting, stacking, loading / unloading, transporting and disposing within the refinery premises up to a lead of 4 km.for trees of height above 5 m to 8m , trimming and pruning of trees by cutting off branches of trees using necessary tools and tackles including collecting, stacking, loading / unloading, transporting and disposingwithin cpcl refinery premises up to a lead of 4km etc. complete.for trees of height above 8m , providing services by deploying 1 chain saw cutting machine of petrol run engine of hitachi / honda / maax / mitsubishi / kawasaki / ouligen / bosch make of minimum 50 cc capacity / 3hp power and minimum 20 bar length with chain pitch of 0.325 inch. for cutting / chopping down of weak / fallen trees including removal of the branches and roots to a lead of 100 metres and stacking themusing 1 skilled operator for running the petrol driven wood cutting saw machine and 3 semi skilled workmen for assistance with necessary tools and tackles such as manual saw, crow bar, cutting knife, ropes, other tools required to carryout the job etc. the serviceable material shall be stacked at designated places inside the cpcl refinery premises & unserviceable materials shall be bundled into heaps and disposed within a lead of 4 km with contractors own transport, all tools, tackles, labor etc. all complete as directed by the engineer in charge. ( unit of measurement shall be lumpsum per day ) .cost includes charges of petrol / oil and other consumables for running the machine, stacking, disposal charges and all labor, tools, supervision, transportation etc. , felling trees of the girth ( measured at a height of 1 m above ground level ) , including cutting of trunks and branches, removing the roots, stacking of serviceable material at designated locations inside the refinery premises and disposal of unserviceable material within a lead of 4km with contractors own transport, all tools, tackles, labor, etc. all complete or as directed by the engineer in charge. , same as item no.50 for beyond 30 cm girth up to and including 60 cm girth , same as item no.50 for beyond 60 cm girth up to and including 120 cm girth , same as #50 for beyond 120 cm girth up to and including 240 cm girth , earthwork in excavationinall types of soil , includingsoft or hard murrum, but excluding soft and hard rock, using mechanical means ( hydraulic excavators ) / manually for depth up to 1.5m, including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated / sub soil water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electricunderground cables, etc.all complete as per the specifications and directions of engineer in charge. , same as item no.90 but for depths beyond 1.5m up to 3.0m , same as item no.90 but for depths beyond 3 m up to 4.5 m , back filling the available excavated earth in trenches, plinth, sides of foundations etc. in layers for all depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. => limited...

Chennai Petroleum Corporation Limited - Tamil Nadu

29567679 piling, civil and structural works for construction of pharma grade hexane tanks (20 d 423 and 20 d 424) in manali refinery of cpcl piling, civil and structural works for construction of pharma grade hexane tanks (20 d 423 and 20 d 424) in manali refinery of cpcl , construction (boring, providing & installing) of bored cast in situ r.c.c. straight shafted pilesof 500 mm diameter and specified length below the pile cap with m35 grade concrete, using ordinary portland cement (opc) 53 grade conforming to is: 12269 (latest rev.) of approved makewith a minimum cement content of 400kg/cu.m. and stone chips of 20mm and down size, through all types of stratato carry a safe working load not less than specified including confirming that pile rests on hard strata having nvalue greater than or equal to 100,excluding the cost of steel reinforcement but including the cost of boring with hydraulic rotary drilling rigs using direct/reverse mud circulation method, hydraulic operated grab,maintaning borehole sides in position by bentonite slurry by direct mud circulation method, tremie concreting and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. this also includes supply of necessary material including admixtures, plastisizers if required(quantity as permix design report recommendation) & carrying out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck at designated place within the refinery premises upto a lead of 3kmwith all leads and lifts, shifting plant and equipments from one pile location to another, mobilising & demobilising of required number of piling/boring rigs & ancillary equipments, tools, tackles & labour all complete, as per specifications, drawings & directions of engineer in charge etc.note: 1) payment length shall be measured below the cut off level.maximum cut off level will be 600mm from the egl.no payment shall be made for the empty boring made above cut off level .2) minimum 2 nos. of piling rigs to be mobilised. , empty boring for 500mm dia. vertical piles,measured below the cut off level till the distance,where boring had to be terminated due to occurrence of existing piles/stone columns at the proposed pile location.this includes the cost of boring with rotary/percussion type drilling rigs using direct/reverse mud circulation method, hydraulic operated grab,maintaining borehole sides in position by bentonite slurry by direct mud circulation method, and temporary casing of appropriate length for setting outetc.including refilling the bore upto the existing ground level with available excavated earth.this also includes carrying out any ancillary work adjunct to boring work, disposal of surplus materials including earth, muck generated at designated place within the refinery premises upto a lead of 3kmwith all leads and lifts, mobilising & demobilising ofpiling/boring rig & ancillary equipments, tools, tackles & labour all complete, as per directions of engineer in charge etc. , supplying and placing in position high strength deformed steel bars reinforcement (conforming to is:1786, grade fe500), for 500mm dia rcc bored cast in situ piles for full length of pile, with helical ties, including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding it in positionby 16 swg black soft annealed binding wire, at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, inner rings welding to main longitudinal rods to form a rigid cage for all heights and depths, guide bar etc. complete as per the specifications and directions of engineer in charge. , conducting standard penetration tests in soil, weathered rock, soft rock and hard rock during boringfor 500mm diameter pile as directed, at every change in stratum or at intervals of not more than 1.5m which ever is less,starting at 15m below ground level as directed by engineer in charge, including using a new spt shoe for each test. , cutting the heads of rcc piles of500mm dia and a length not exceeding 600mm including exposing/cleaning, bending of the reinforcements making site clean for casting of pile cap, removal and disposal of debris at designated place within the refinery premises up to a lead of 3km all complete as per the specifications and directions of engineer in charge. , conducting initial vertical pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, backfilling, compaction, etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies (excluding cost of pile). , conducting initial lateral pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies (excluding cost of pile). , conducting routine vertical pile loadtest by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies (excluding cost of pile). , conducting routine lateral pile loadtest by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per the specifications and directions of engineer in charge, analysing the results, makingthe report and submitting the same in 3 copies (excluding cost of pile). , earthwork excavation by mechanical/manual means below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris,removal of surface/rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required,providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables,ows/ crws pipes,chambers,storm water drain walls etc; all complete as directed by engineer in charge. , same as item no:100 above but for depths beyond 1.5m and upto 3m. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area (beyond the initial lead of 100m) to the designated area within the refinery premises up to a lead of 3kmincluding re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas (viz., from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directedby engineer in charge.( note: if measured by stacks 30%voids will be deducted.) , supplying and filling approvedm sand of specified quality under floors, foundations, pile caps, tank pads, dyke & fire walls, pipe sleepers & supports, walkway platform supports,tank pad filling etc. for all depths & heights including cost of sand, royalties, taxes, handling, loading, unloading, transportation to site for all leads & lifts, stacking, spreading in layers of loose thickness not exceeding 150mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels , including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation, all complete as per drawings, specifications and directions of engineer in charge. the rates shall be inclusive of the cost of labour, tools and tackles, etc. all complete. , providing and laying 75 mm thick anticorrosive layer sand pad cushionunder steel storage tanks consisting of screened dry coarse sand mixed with vg 10 (80/100) grade bitumen conforming to is:73 (8 to 10% by volume) including mixing in drum, heating to the required temperature, with 3% kerosene if required, laying in line, grade & levels,tamping, dressing to the required slopes to form hard mass of specified compacted thickness etc. as shown on drawings & as per specification all complete as directed by the engineer in charge. , providing, mixing and laying of pcc 1:4:8 (1 cement: 4 m sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate andordinary portland cement 53 grade for any thickness belowfoundations, pile cap, raft, grade slab , tank pads, dyke & fire walls, pipe sleepers & supports, walkway platform supports, trenches, pits, drains, fillings, sumps, chambers etc., including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position rcc of grade m35using opc grade 53 cementof approved make with a minimum cement content of 400kg/cu.m , 20mm and down graded coarse aggregates & m sandfor tank pads, pile caps, ring beamsincluding cost of admixtures if used,labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), all complete as specified and directed by engineer in charge. , providing, mixing and laying in position rcc of grade m25 with 20mm and down graded coarse aggregates & m sand as per is 456:2000 using 53 grade ordinary portland cement in sub structure of all types e.g.culvert,footings,rafts &pedestals for pipe sleepers & supports, dyke & fire walls, walk way platforms, trenches,drains,drain walls,pits etc.including cost of admixtures if used,labour charges,tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc.,(excluding the cost ofreinforcement and shuttering), etc. all complete as specified and directed by engineer in charge. , providing, mixing andlaying in position rccof grade m25 with 20mm and down graded coarse aggregates & m sand as per is 456:2000using 53 grade ordinary portland cement in super structures e.g. tie beams,columns, walkway slabs,pipe sleepers, platforms, dyke/fire walls etc.,including cost of admixtures,labour charges, tools and tackles,providing pockets, openings, recesses, chamfering, wherever requried, vibrating, tamping, curing and rendering if required to give a smooth & even surface, providing neat cement wash, etc. (excluding the cost of reinforcement, shuttering), etc. all complete as specified,and directed by engineer in charge. , providing and fixing centering & shuttering in sub structures footings,rafts & pedestals for pipe sleepers & supports, dyke & fire walls, walk way platforms, trenches,drains,drain walls,pits,pile caps, slabs, tank pads,culvert etc.for all depths including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight/inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , providing and fixing centering & shuttering in super structures tie beams,columns, walkway slabs,pipe sleepers, platforms, dyke/fire walls, ,valve pits,cbd pits,etc., for all heights including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight/inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , manufacturing, transporting, supplying and placing in positionprecast pcc elements of mix1:2:4 (1 cement: 2 m sand : 4coarse aggregate) as per design & shape for floor slabs/tiles inside tank farm dyke as pavements in regular pattern, etc with 10 mm and down size graded crushed stone aggregates using 53 grade ordinary portland cement(opc) for all leads, levels, shapes and thickness including all moulds, formwork in precasting, vibrating, tamping, curing, chamfering, wherever required, including flush or deep ruled pointing at joints incement mortar 1:4 (1 cement:4 m sand) finishing the top surface with cement mortar 1:3( 1 cement : 3 m sand) to give asmooth and even surface or non skid finish as specified,erecting, levelling, aligning and fixing in positionall complete and as directed by the engineer in charge. , providing and fixing of 50mm dianominal o.d. size upvcpipe conforming to latest revision of is: 13592for weep holes in tank pad including fixing of the pipe in rcc wall/ ring beamincluding cutting the pipes to size, jointing the pipes with bonding solution of approved quality, erection of the pipes .weep holes shall be provided with suitable filter media for draining during compaction of sand & to be plugged after compaction of sand with necessary tools and tackles,labour charges,material costs all complete as directed by the engineer in charge. , supplying and placing in position high strength deformed steel bars reinforcement (conforming to is:1786, grade fe 500), for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks,scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of engineer in charge. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using non shrink grout of approved quality including supply of material,roughening surface, cleaning with compressed air/water jets, ramming, curing,labour charges etc.all complete as directed by engineer in charge. , providing and placing in position suitable pvc water stops serrated with central bulb(225mm wide, 8 11mm thick) conforming to is:12200 for construction/expansion joints between two rcc members and fixed to the reinforcement with binding wire before pouring concreteincluding material & labour charges etc.all completeas directed by engineer in charge. , providing and applying approved epoxy resinfor bonding of fresh concrete to old concrete in all types of structures such as extension of existing sleepers & pipe supports etc., at all depths and heights including cleaning of concrete surfaces, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of epoxy resin system as per manufactures recommendations taking all safety measures, etc.complete as specified and directed by engineer in charge. , providing and laying brick masonryinsubstructureusing cement mortar 1:5 (1 cement:5 m sand) and class 5.0 bricks for sand trap,fire/dyke walls etc.at all depths including the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by engineer in charge. , providing and laying brick masonryinsuperstructureusing cement mortar 1:5 (1 cement:5 m sand)and class 5.0 bricks for sand trap,fire/dyke walls etc. atallheightsincluding the cost of materials, labour,tools and tackles, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, curing, etc. all complete as per specifications, and as directed by engineer in charge. , proividing plain cement plaster of 15 mm thickness in cement mortar 1:4 (1 cement: 4 m sand ) on brick wall surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing, cement cost etc. for all heights complete and as directed byengineer in charge. , proividing sand face plaster of 15 mm thickness in cement mortar 1:4 (1 cement: 4 m sand ) on brick wall surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing the surface rough, curing, cement cost etc. for all heights complete and as directed byengineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles,channels, beams, plates confirming to is: 2062 etc.at all heights & levels and locations including all builtup sections/ compound sectionsmade out of rolled sections and / or plates / bent plates inexisting / new structural pipe supports, frames, etc., cutting to required size, straightening/bending if required, edge preparation,cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, (including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings,including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection,including preparing the surface for painting ,grit blasting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows:(a) applying inorganic zinc silicate coat 75 micron dft(b) two coats of epoxy primer paint 75 micron dft each(c) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erectionas specified & directed by engineer in charge. supply of all materials in contractors scope. , supplying, transporting, storing, fabricating and fixing in position m.s. steel inserts(withlugs)asshownin drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain,reinforced cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts,& painting with one shop coat of inorganic zinc silicate primer and finsihing with two coats of anti rust epoxy paint of approved brand and colour ,etc complete as perdrawing,specification and direction of engineer in charge. , supplying, fabricating and erecting in position at all levels and locations bolted, clamper and/or welded galvanised m.s. grating fabricated as per standards made out of m.s. flats/m.s. rounds conforming to is:2026 gr. a inwalkways, platforms, stair treads etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, fabricating clamps, fixing, welding, and preparing the surfaces for galvanising, surface cleaning, wire brushing, removal of mill scale, dust rust, oil or grease & painting with one shop coat of inorganic zinc silicate primer and finishing with two coats of anti rust epoxy paint of approved brand& colour etc complete as perdrawing,specification and direction of engineer in charge.etc., all complete as specified and directed. , supplying, fabricating, delivering and fixing in position at site anchor bolts, nuts/lock nuts, and anchor bolt assemblies, including necessary templates etc. complete as per the drawings and as directed by engineer in charge. (templates required for fixing shall not be paid separately). , demolishing brick masonry in lime or cement mortar (taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools and tackles,necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , demolishing plain cement concreteof all grades(taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , demolishing reinforced cement concrete (taking all necessary safety precautions) for all depths and heights below and above plinth level including supply of all tools & tackles labours,necessary scaffolding, propping, underpinning, cleaning and including cutting, straightening, scrapping of rebars and disposal of unserviceable material including reinforcements atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , dismantling of structural steel works (bolted/riveted/welded)of all descriptions(taking all necessary safety precautions) for all heights & depths above & belowplinth level including supply ofall tools & tackles, consumables, necessary scaffolding etc. providing temporary bracings as required, cutting gussetplates, bolts, nuts, weldings etc, stacking of serviceable materials at designated location /cpcl storage yard/scrap yardwithin the refinery premises as per direction of engineer in charge. , providing necessary barricading works along the northern side of proposed tanks for a height of 5m from the finished ground level with 1mm thick corrugated gi sheets and supporting with necessary structural steel arrangements as per drawings and as directed by engineer in charge prior to the start of work and dismantling the same after the finish of work.rate quoted should include mobilisation and erection of the above items at site as per drawings and dismantling the same after the completion of work .however the gi sheets,sand bags & structural members used will be the property of contractor and the same can be taken back after the completion of work.the construction and demolishing of foundation works for the same will be paid separately under relevant items. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver,assistant /fuel/oil/lubricants /all consumables etc. complete. the quoted rate should include mobilization, operator crews/driver /assistant cost,tools, tackles etc., as directed by the engineer in charge. , supply of unskilledlabourto carry out petty works not assessable for measurements/minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge....

Ministry Of Railways - Tamil Nadu

29489625 bids are invited for custom bid for services schedule a supply and planting of lawn mexicankorean grass for the area of 1215sqft with necessary soil preparation as mentioned in scope of work , custom bid for services schedule b supply and planting of lawn shade grass paspalum for the area of 1607 sqft with necessary soil preparation as mentioned in scope of work , custom bid for services schedule c supply of 4725 nos ground covers of 45cm height tradescantia pallida and wedi ipomea yellow purple and pendanus syngonium , custom bid for services schedule d excavating 4725 nos pits of size 30cm x 30cm x 60cm filling with garden soil mixture of farm yard manure and planting specified nursery grown shrubs , custom bid for services schedule e supply of 3792 nos shurbs of 45cm height acalypha species or clerodendrum inerme , custom bid for services schedule f excavating 3792 nos pits of size 30cm x 30cm x 60cm filled with garden soil mixture of farm yard manure and planting specified nursery grown shrubs , custom bid for services schedule g supply of 170 nos special shurbs of45cm height bougainvillea and jetropha and syzygium , custom bid for services schedule h excavating 170 nos pits of size 30cm x 30cm x 60cm filing with garden soil mixture of farm yard manure and planting specified nursery grown shrubs , custom bid for services schedule i supply of 81 nos accent plants of 115cm height faurcaria and foxtail palm and phoenix palm or areca palm , custom bid for services schedule j excavating 81 nos pits of size 60cm x 60cm x 60cm filling with garden soil mixture of farm yard manure and planting specified nursery grown shrubs , custom bid for services schedule k supply of30nos special plant of 130cm height plumaria or ficus topiary , custom bid for services schedule l excavating 30nos pits of size 75cm x 75cm x 75cm filling with garden soil mixture of farm yard manure and planting specified nursery grown shrubs , custom bid for services schedule m construction of 2 nos water fountain landscape the fountain tank to a size of 2m x 3m and fountain at the height of 3m the rate included to supply of stones civil works and motor accessories labor and transport co.....

Ministry Of Railways - Tamil Nadu

29455908 bids are invited for and jetropha and syzygium , custom bid for services schedule h excavating 170 nos pits of size 30cm x 30cm x60cm filing with garden soil mixture of farm yard manureand planting specified nursery grown shrubs , custom bidfor services schedule i supply of 81 nos accent plantsof 115cm height faurcaria and foxtail palm andphoenix palm or areca palm , custom bid for services schedule j excavating 81 nos pits of size 60cm x 60cm x60cm filling with garden soil mixture of farm yard manureand planting specified nursery grown shrubs , custom bidfor services schedule k supply of30nos special plant of130cm height plumaria or ficus topiary , custom bid forservices schedule l excavating 30nos pits of size 75cm x75cm x 75cm filling with garden soil mixture of farm yardmanure and planting specified nursery grown shrubs ,custom bid for services schedule m construction of 2 noswater fountain landscape the fountain tank to a size of2m x 3m and fountain at the height of 3m the rate includedto supply of stones civil works and motor accessories laborand transport co.. total quantity :...

Chennai Petroleum Corporation Limited - Tamil Nadu

29434541 piling, civil and structural works naphtha pipeline works in cpcl manali piling, civil and structural works for routing cdu ii and dhds naphtha to cdu i splitter in manali refinery of cpcl , construction ( boring, providing & installing ) of bored cast in situ r.c.c. straight shafted pilesof 500 mm diameter and specified length below the pile cap with m35 grade concrete, using ordinary portland cement ( opc ) 53 grade conforming to is: 12269 ( latest rev. ) of approved makewith a minimum cement content of 400kg / cu.m. and stone chips of 20mm and down size, through all types of stratato carry a safe working load not less than specified including confirming that pile rests on hard strata having nvalue greater than or equal to 100, excluding the cost of steel reinforcement but including the cost of boring with tractor mounted drilling rigs using direct / reverse mud circulation method, maintaning borehole sides in position by bentonite slurry by direct mud circulation method, tremie concreting and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. this also includes supply of necessary material including admixtures, plastisizers if required ( quantity as permix design report recommendation ) & carrying out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck at designated places within the refinery premises upto a lead of 3km with all leads and lifts, shifting plant and equipments from one pile location to another, mobilising & demobilising of required number of piling / boring rigs & ancillary equipments, tools, tackles & labour all complete, as per specifications, drawings & directions of engineer in charge etc.note: 1 ) payment length shall be measured below the cut off level.maximum cut off level will be 3m from the egl.no payment shall be made for the empty boring made above cut off level . , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe500 ) , for 500mm dia rcc bored cast in situ piles for full length of pile, with helical ties, including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding it in positionby 16 swg black soft annealed binding wire, at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, inner rings welding to main longitudinal rods to form a rigid cage for all heights and depths, guide bar etc. complete as per the specifications and directions of engineer in charge. , conducting standard penetration tests in soil, weathered rock, soft rock and hard rock during boringfor 500mm diameter pile as directed, at every change in stratum or at intervals of not more than 1.5m which ever is less, starting at 15m below ground level as directed by engineer in charge, including using a new spt shoe for each test. , cutting the heads of rcc piles of500mm dia and a length not exceeding 600mm including exposing / cleaning, bending of the reinforcements making site clean for casting of pile cap, removal and disposal of debris at designated place within the refinery premises up to a lead of 3kmall complete as per the specifications and directions of engineer in charge. , earthwork excavationby mechnical / manual means below ground level for all kinds of works in all types of soils except soft rock and hard rock as classified in specification for a depth up to 1.5m including removal of vegetation, shrubs and debris, removal of surface / rain water, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m including providing shoring & strutting if required, providing temporary supports to existing service lines like water pipes, sewage pipes, electric cables, ows / crws pipes, chambers, storm water drain walls etc; all complete as directed by engineer in charge. , same as item no:50 above but for depths beyond 1.5m and upto 3m. , backfilling after execution of work to proper grade and level with selected materials from available excavated soil from soil heaps within a lead of 100m, including re excavating the deposited soil excavated earlier, breaking clods, laying at all depths & heights in layers of thickness not exceeding 150mm watering, rolling and ramming by manual methods / mechanical compactors, dressing, trimming, etc., in foundations, trenches, pits, etc. including all labours, tools & tackles etc all complete as per the specifications and directions of engineer in charge. , transporting & disposing the surplus earth & debris including shrubs and vegetations from construction area ( beyond the initial lead of 100m ) to the designated area within the refinery premises up to a lead of 3km including re excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths & heights, stacking, levelling and dressing both areas ( viz., from where the earth is transported and where it is deposited ) to required levels and slopes complete with all lifts as directedby engineer in charge. ( note: if measured by stacks 30%voids will be deducted. ) , supplying and filling approvedm sand of specified quality under floors, foundations, pile caps etc. for all depths & heights including cost of sand, royalties, taxes, handling, loading, unloading, transportation to site for all leads & lifts, stacking, spreading in layers of loose thickness not exceeding 150mm, watering, ramming, compacting with mechanical compactors and / or other equipment to the specified levels , including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation, all complete as per drawings, specifications and directions of engineer in charge. the rates shall be inclusive of the cost of labour, tools and tackles, etc. all complete. , providing, mixing and laying of pcc 1:4:8 ( 1 cement: 4 m sand : 8 coarse aggregate ) nominal mix using 40mm and downgraded coarse aggregate andordinary portland cement 53 grade for any thickness belowfoundations, pile cap, raft, grade slab etc.including shuttering, tamping, ramming, vibrating, curing, etc., all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. , providing, mixing and laying in position rcc of grade m25 with 20mm and down graded coarse aggregates & m sand as per is 456:2000 using 53 grade ordinary portland cement in sub structure for all depths and upto 1.5m above ground levelincluding cost of admixtures if used, labour charges, tools and tackles, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth & even surface and providing neat cement wash etc., ( excluding the cost ofreinforcement and shuttering ) , etc. all complete as specified and directed by engineer in charge. , providing and fixing centering & shuttering in sub structures for all depthsand upto 1.5m above ground level including strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents ofapproved make, for straight / inclined shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture, etc., all complete and as specified and directed by engineer in charge. , supplying and placing in position high strength deformed steel bars reinforcement ( conforming to is:1786, grade fe 500 ) , for rcc work including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks, scaffolding etc. for all heights and depths etc., all complete as per specifications and directions of engineer in charge. , grouting pockets, holes, pipe sleeves of any shape or size, column bases, machine bases etc.using non shrink grout of approved quality including supply of material, roughening surface, cleaning with compressed air / water jets, ramming, curing, labour charges etc.all complete as directed by engineer in charge. , providing and applying approved epoxy resinfor bonding of fresh concrete to old concrete in all types of structures such as extension of existing sleepers & pipe supports etc., at all depths and heights including cleaning of concrete surfaces, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of epoxy resin system as per manufactures recommendations taking all safety measures, etc.complete as specified and directed by engineer in charge. , providing and laying brick masonryinsubstructureusing cement mortar 1:5 ( 1 cement:5 m sand ) and class 5.0 bricks at all depths including the cost of materials, labour, tools and tackles, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, finishing the joints flush below ground level , curing, etc. all complete as per specifications, and as directed by engineer in charge. , proividing plain cement plaster of 15 mm thickness in cement mortar 1:4 ( 1 cement: 4 m sand ) on brick wall surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing, cement cost etc. for all heights complete and as directed byengineer in charge. , supplying, transporting, storing, fabricating & erecting in position bolted and / or weldedstructural steel works like angles, channels, beams, plates confirming to is: 2062 etc.at all heights & levels and locations including all builtup sections / compound sectionsmade out of rolled sections and / or plates / bent plates inexisting / new structural pipe supports, frames, etc., cutting to required size, straightening / bending if required, edge preparation, cleaning, scrapping & welding ofunsoundjoints in existing structural members, preheating, ( including sealing of box section with continuous welding ) finishing edges by grinding , fixing in line and level with temporary bracings, including providing staging, scaffoldings, & working platforms at all heights, and removal of same after erection, including preparing the surface for painting , grit blasting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc complete along with providing paint system as follows: ( a ) applying inorganic zinc silicate coat 75 micron dft ( b ) two coats of epoxy primer paint 75 micron dft each ( c ) two coats of anti rust epoxy top coat paint 100 micron dft each as per manufacturers specifications and as directed by engineer in charge. note: one coat of zinc silicate and one coat of epoxy primer shall be applied on structural steel surfaces after grit blast cleaning in workshop prior to erectionas specified & directed by engineer in charge. supply of all materials in contractors scope. , supplying, transporting, storing, fabricating and fixing in position m.s. steel inserts ( withlugs ) asshownin drawing including fabrication to any shape made out of flats, plates, rolled sections, sleeves, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both plain, reinforced cement concrete members inclusive of adjusting shuttering & reinforcement / any other fixture, welding where ever necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, & painting with one shop coat of inorganic zinc silicate primer and finsihing with two coats of anti rust epoxy paint of approved brand and colour , etc complete as perdrawing, specification and direction of engineer in charge. , supplying, fabricating, delivering and fixing in position at site anchor bolts, nuts / lock nuts, and anchor bolt assemblies, including necessary templates etc. complete as per the drawings and as directed by engineer in charge. ( templates required for fixing shall not be paid separately ) . , demolishing brick masonry in lime or cement mortar ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and disposal of unserviceable material atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , demolishing plain cement concreteof all grades ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning anddisposal of unserviceable material atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , demolishing reinforced cement concrete ( taking all necessary safety precautions ) for all depths and heights below and above plinth level including supply of all tools & tackles labours, necessary scaffolding, propping, underpinning, cleaning and including cutting, straightening, scrapping of rebars and disposal of unserviceable material including reinforcements atdesignated place within the refinery premises up to a lead of 3km as per specifications and as directed by the engineer in charge . , providing and laying of reinforced cement concrete ( rcc ) 1:1.5:3 by volume ( 1cement: 1.5 m sand:3 aggregate ) with opc 53 grade and 20mm and down size graded crushed stone aggregate materials for sub structure upto plinth beam levelfor all depths including pavement, machine mixing, curing, consolidating with vibrator, cement cost etcall complete as per instructions of engineer in charge excluding cost of shuttering and reinforcement. , supply of jcb on hire basis on all days including sundays on 8 hrs.shift including driver, assistant / fuel / oil / lubricants / all consumables etc. complete. the quoted rate should include mobilization, operator crews / driver / assistant cost, tools, tackles etc., as directed by the engineer in charge. , supply of unskilledlabourto carry out petty works not assessable for measurements / minor repair works, on day to day basis. the rates shall include esi, pf, payroll cost and allowances, fringe benefits, overhead supervision, profits andhand tools. , excavating trial pits manually of required size & depth upto 3m at locations as specified with necessary shoring, dewatering & backfillingas required, etc. complete as per specifications and as directed by engineer in charge....

Town Panchayats - Tamil Nadu

29090365 15th finance commision basic grant (untied) 2nd installment 2020 2021 maintenance of beautification of nallathaneer oorani (thiru oorani) in kandanur town panchayat. , laying , earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 meters and initial lift 2 metres and clearing and levelingthe site etc.complete complying with standard specification. , plain cement concrete 1:4:8 mix (one part cement, four part sand and eight part of aggrigate) using 40 mm size iss hbg metal from approved quarry including cost and conveyance of all materials to site. loading and unloading charges and labour charges for mixing. laying and curing etc., complete as per tndss no : 28 & vi (s2) vi (s5a) vii standard specifications as directed by engineer incharge. , supplying and laying precast designer paver block confirming to is 1568 2006 specification manufacturing and laying standard of m40 grade 63 mm thick (table clauses 5 and 9.14) ., including the cost and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over sand bed of 100mm thickconveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the sand to paver block etc., complete isi 15658 2006. , exterior emulsion paint two coats with good quality of approved emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., complete as per standard specificationsfor 10 sqm , supplying and planting border plants like duranta /alamenda/ mini lxora at 150 mm c/c in zig zag manner well grown and maintained in polythene bags at nusery with nesessary manure etc., complete as directed by the engineer incharge.. , supplying and planting avenue tree saplings / flowering / ornamental shrubs including application of chemicals,pesticides and planting in position. the rate is inclusive of cost of plants,pesticides, labour, conveyance, watering and tools etc., complete and as directedby the engineer in charge. , supplying and planting the curtain creepers including application of chemicals,pesticides and planting in position. the rate is inclusive of cost of plants,pesticides, labour, conveyance, watering and tools etc., complete and as directedby the engineer in charge. , supply and fixing of stone bench with chair type and fully dressed stone of size length 1.50 m breadth,0.45 m total height 0.80 m including cost and conveyance of all materials and labour charges etc., completed , providing and fixing fibre made animal statue of height not less than 1.25 mtr etc., complete , supplying and laying of 2 x 10 sq mm pvc armoured ltug cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good sd 198 , supplying and laying of 4 x 10 sq mm pvc armoured ltug cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good sd 202 , supplying and laying of 3.5 x 95 sq mm pvc armoured ltug cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good sd 208 , wiring with 2 x 6 sq mm (84/0.3) pvc insulated sc unsheathed cu.conductor of 1100 v grade in suitable pvc rigid pipe on wall and ceiling with continious earth connection of 14 swg tc wire with painting of suitable color sd 59 , supply and erection ofstreet lighting system 6 meter pole height with ug cable and accessories including installation charges etc., complete (as per lowest quotation) sd 101...

Chennai Petroleum Corporation Limited - Tamil Nadu

29077670 renovation works including civil and electrical works in c type quarters of cpcl cbr refinery housing complex, nagapatinnam renovation works including civil and electrical works in c type quarters of cpcl cbr refinery housing complex, nagapatinnam , civil works , dismantling cc / rcc work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead 100 m, stacking serviceable materials separately including cutting reinforcement bars, scaffolding breaking into pieces all labor, tools supervision, safety precaution, etc. complete. , demolishing plain cement concrete in foundation and super structure including disposal of unserviceable material up to a initial lead of 100m as directed serviceable materials to stores including scaffolding, all labor, tools supervision, safety permits, safety precaution, etc. complete. , demolishing of brick work of any mortar in foundations or at super structures including disposal of unserviceable materials to the designated place within the refinery premises as directed andincluding breaking into pieces, all labor, tools, etc. complete. , dismantling pipe lines of up to 6 inch dia including gi, pvc, cpvc, cast iron, stone ware, etc. including of all tools and tackles and disposal outside housing complex , dismantling tile work in floors and roofs laid up to bed mortar of 20mm including disposal to the dumping ground within the housing complex premises as per instruction of engineer in charge , dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts, etc. complete and stacking the material at a yard within the refinery premises as per instruction of engineer in charge , providing & applying wall painting in interior surfaces:surface preparation by sander, filling of holes / cracks with putty and primer, if required, supply and application of two coats of interior emulsion (asian paints royale or equivalent of nippon / nerolac/dulux/berger) in all heights. rate includes erection of scaffolding / movable scaffoldings, all tools, materials and labor, covering all important structures with sheets and tapes andcleaning total area after surface preparation, running loose materials, etc. , providing & applying wall putty:supply and application of water resistant white cement based putty on interior surface after thorough cleaning as per manufacturer specification of make birla / jk of maximum thickness 1.5 mm in all heights. rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, etc. , earth work in excavation below ground level for all kinds of work in basement, foundations, tunnels includingtrenches, pavements, wall footings, cable trenches, pipesleepers, pits, general site grading, etc., in all types of soil except soft rock and hard rock for a depth up to 1.5mtr. including removal of vegetation, shrubs and debris, cutting and dressing of sides in slops, leveling, grading and ramming of bottoms, de watering from any source and keeping the surface dry till the completion of subsequent works and disposalor stacking of excavated material within a lead of 50mtr., as directed including providing temporary supports to existingservice lines like water pipes, sewerage, electric cables, etc., allcomplete, but excluding shoring and strutting. , providing and filling fine aggregate of quality in floor, foundation, etc. in layer of 15 cm thickness including, watering, ramming, consolidating, etc. complete. , back filling the available excavated earth in plinth, trenches, sides of foundations in depressed areas in layers not exceeding 20 cm depth consolidating each layer by ramming and watering up to 50 mt lead and lift up to 1.5 mt. , providing and laying pcc 1:4:8 nominal mix using 40mm and down graded coarse aggregate and using opc 53 grade / of approved make conforming to is for any thickness below foundations, pile cap, raft, grade slab, tank pads, dyke & fire walls, pipe sleepers & supports, walkway platform supports, trenches, pits, drains, fillings, sumps, chambers, etc. including shuttering, tamping, ramming, vibrating, curing, etc. all in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete, as per drawings, specifications and as directed by engineer in charge. rate includes supply of cement. , providing and laying reinforced cement concrete 1:1.5:3 (1 part of cement, 1.5 part of fine aggregate and 3 part of stone aggregate 20 mm and down) in foundation below footing floor and raft and trenches using stone aggregate including watering, curing ramming with vibrator if necessary all labor and material complete as per direction of engineer in charge, including cost of form work, using opc 53 grade cement grade of approved make conforming to is. rate includes supply of cement. , supplying and placing in position high strength deformed steel bars reinforcement (conforming to is:1786, grade fe500), for rcc work, pile, including transporting the steel, straightening, cleaning, decoiling. cutting, bending to required shapes and lengths as per details, binding with contractors own 16 swg black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fan hooks, scaffolding, etc. for all heights and depths, etc., all complete as per specifications and directions of engineer in charge. , providing and constructing brickwork in 1:4 cement mortar (1 cement and 4sand) with locally available best quality bricks for super structure in all heights with cement mortar including racking out joints, watering, curing, scaffolding, etc., complete. rate includes supply of opc 53 grade cement grade , providing 12mm thick plaster in cement mortar 1:4 (1 cement :4sand) on walls / concrete surfaces including cleaning, hacking of concrete surfaces, scaffolding, finishing, curing, etc., for all heights. rate includes supply of opc 53 grade cement grade , providing fixing form work including centering, shuttering and strutting and propping in super structure upto staging of 4.5m wide so as to give a fair finish of r.f cement concrete work in column, beams, walls slabs, staircases, (steps, waist slabs, landing, etc.) lintel, sun shades, canopies, cantilevers, etc. for all heights including removal of the shuttering after the specified period is over and as directed by the engineer in charge complete with all materials, labor consumable, etc. (form work shall be supplied by the contractor and shall remain the property of the contractor) , providing and laying ceramic floor tiles of size above 30 x 30 cm anti skid type / gloss finish of make johnson / kajaria / somany / nitco in all colors and shades, laid on 20 mm thick cement mortar 1: 4 (1 cement : 4 sand) including grouting the joints with white cement and matching pigments, etc., complete. rate includes supply of opc 53 grade cement grade , providing and fixing vitrified glazed wall tiles of make johnson / kajaria / somany / nitcoin all colors, shades except burgundy, bottle green, black of size upto 600 x 450 mm as approved by engineer in charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. rate includes supply of opc 53 grade cement grade , providing and fixing granite tiles of shade black galaxy / equivalent of thickness not less than 18 mm as selected by eic of approved make over 20 mm thick bed of cement mortar 1:4 (1 cement : 4 sand) and nosing on both sides. rate includes supply of opc 53 grade cement grade , providing and fixing to existing door frames 30 mm thick glass fibre reinforced plastic (frp) paneled door shutter of required color and approved brand and manufacture, made with fire retardant grade unsaturated polyester resin, molded to 3 mm thick frp laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick frp laminate for panels conforming to is: 14856, including fixing to frames. rate inclusive of door frames of cross section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. the laminate shall be molded with fire resistant grade unsaturated polyester resin and chopped mat. door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. the frame shall be covered with fiber glass from all sides. m.s. stay shall be provided at the bottom to steady the frame. , supply and fixing of stainless steel net made up of 304 f grade alloy for door and windows, supported by removable aluminum frames supported by pins made from sturdy virgin aluminum alloys coated with “asanable powder coating”. , providing & applying enamel painting in wooden / metal surfaces:surface preparation by sand paper, supply and application of single coat of wall primer (modified acrylic, water based alkali resistantprimer cum sealer with silicone additives), one coat of putty for wooden surface and two coats of enamel (gloss enamel). for metal / wooden surface suitable metal primer of zinc base / wood primer has to be used in all heights.rate includes erection of scaffolding / movable safety harness like parapet anchor, all tools, materials and labor, etc. , proving and fixing white vitreous china wash basin of size 355x355x145mm of make johnson (model no. p6912pw) / hindware / parryware along with necessary fittings namely tall body pillar cock(johnson model no. t1302c), angle cock (johnson model no. t3910c), clamps, waste hose coupling, connector hose, bottle trap, etc. , providing and fixing white vitreous china pedestal type water closet (european type / wash down type) water closet pan of dimensions 580x360x395mm make johnson (model no. p0448pw) / hindware / parryware along with necessary fittings namely flush tank with 2 in 1 angle cock johnson (model no. t1812cc), seat cover, connector hose, health faucet johnson (model no. s0030c), s/p trap. , supply and fixing of overhead showers johnson (model no. s1816c) with arm johnson (model no.s1821c) or equivalent as per eic for bathrooms , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (exposed on wall), having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing for non embedded works. this includes jointing of pipes & fittings with on step cpvc solvent cement and testing of joints, scaffolding complete as per direction of engineer in charge for pipes of 1 dia , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (concealed inside wall), having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing for non embedded works. this includes jointing of pipes & fittings with on step cpvc solvent cement and testing of joints, scaffolding complete as per direction of engineer in charge for pipes of 3/4 dia , providing and fixing chlorinated polyvinyl chloride (cpvc) pipes (concealed inside wall), having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing for non embedded works. this includes jointing of pipes & fittings with on step cpvc solvent cement and testing of joints, scaffolding complete as per direction of engineer in charge for pipes of 1/2 dia , providing and fixing on wall face unplasticised rigid pvc rain sewerage line pipes conforming to is: 13592 type a including jointing with seal ring conforming to is: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories, etc. complete. rate inclusive of scaffolding.for pipes of 2 dia , providing and fixing on wall face unplasticised rigid pvc rain sewerage line pipes conforming to is: 13592 type a including jointing with seal ring conforming to is: 5382 leaving 10mm gap for thermal expansion (single socketed pipes) with necessary fittings / accessories, etc. complete. rate inclusive of scaffolding.for pipes of 4 dia , supply and fixing of stainless steel anti cockroach anti foul bathroom kitchen floor drain popup drainer trap gutter jali, silver, medium , supply and installation of ss kitchen sink of 24 x 18 (dimensions : 610x450mm bowl dimensions : 550x390x225mm) with waste hose coupling, waste hose, sink cock ofjohnson (model no. t2918c) as per direction of engineer in charge , providing and injecting chemical emulsion for post constructional anti termite treatment using chemical imidacloprid 30.5% sc at 2.1ml per liter of water covering entire building internal as well as external wall. the quoted rate shall be inclusive of all tools, tackles, labors, chemical/material cost, etc. complete. , supply and fixing of upvc white color windows with 4mm glass and necessary accessories as per the directions of eic including necessary labor, tools, tackles, etc. , electrical works , supply and fixing of plastic/metal boxes of following sizes with all accessories including necessary base frame plates/ mounting plates, etc., suitable for fixing decorative switches of type roma or equivalent make of havells/siemens/anchor/l&t as per direction of the engineer in charge. , 1 or 2 module box , 3 module box , 6 module box , 8 module box , 12 module box , supply, fixing and connection of modular type of anchor make (roma) or approved equivalent make switch, socket bell push, etc. in havells / siemens / anchor / l&t, complete with labor and materials as per direction of the engineer in charge. , 10 a, 1way switch , 20 a, 1 way switch , 3 pins 5 / 6 amps socket with isi mark , 3 pins 10/20a, heavy duty unit socket outlet with isi mark , single module dimmer / fan regulator , ceiling fan:supply & installation of ceiling fan of 1200 mm sweep ceiling fan of bajaj / crompton greaves / khaitan / usha / havells make and regulator, including wiring the down rod of standard length (up to 30 cm) with 1.5 sqmm, pvc insulated, copper conductor, single core cable, etc., as required, as per the specifications of this tender and directions of engineer in charge. , 1200 mm sweep , exhaust fan:the scope of work includes supply of fresh air fan / exhaust fan of almonard / bajaj / crompton greaves / khaitan / usha / havells make of below mentioned sweep and installation in existing frames, testing and commissioning of fresh air fan/exhaust fan, including lead in wires and accessories as required, all complete with labor and material, with necessary fixing accessories, louvers wherever required, as per the specifications of this tender and directions of engineer in charge. , 300 mm sweep , 450 mm sweep, heavy duty industrial type , outdoor lighting:wp well glass light fixtures: the scope of work includes supply, installation, testing and commissioning of 40w wp well glass led lights of approved make suitable for mounting with platform / poles, as per directions of engineer in charge. , socket outlet:the scope of work includes supply and fixing of 20 amps., 240 volts, spn industrial type, socket & outlet, with 2 pole and earth, metal enclosed plug top along with 20 amps, g series, sp, mcb, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, including connections, testing and commissioning, etc. as required, all complete with labor and materials, as per directions of engineer in charge. note: isi marked sockets of approved make shall be used. , mcbs:the scope of work includes supplying and fixing of 5 amps. to 32 amps,240/ 415 volts, 50hz, 10ka miniature circuit breaker (suitable for motor, lighting and other inductive loads of following poles in the existing mcb db with required rails/fasteners for fixing, including connections, testing and commissioning, etc. as required, all complete with labor and materials, as per directions of engineer in charge.note: isi marked mcbs as per approved vendor , up to 32a, single pole , up to 63a, 4p/tpn , rccb:the scope of work includes supplying and fixing following rating, double pole, (single phase neutral), 240 volts, residual current circuit breaker (rccb), isi marked, having a sensitivity current indicated miliamperes in the existing mcb db with required rails / fasteners for fixing, including connections, testing and commissioning, etc. as required, all complete with labor and materials, directions of engineer in charge. note: isi marked rccb shall be used. , up to 32 a, 30 ma, 2p , pvc conduits:the scope of work includes supply & laying of following size of pvc conduit along with the accessories to be used for installation in surface/concealed as required, as per the directions of engineer in charge. note: only isi marked conduits shall be used. , 20 mm , 25 mm , pvc casing / caping:the scope of work includes supply & laying of following size of pvc casing andcaping on surface as required, as per the directions of engineer in charge. note: only isi marked caping and casing shall be used. , 25 mm x 10 mm , supply of pvc wires:the scope of work includes supply of following size of pvc insulated, copper conductor for laying in the existing surface / recessed, pvc /steel conduit / pvc casing and capping as required, as per the directions of engineer in charge. note: only isi marked cables shall be used. , 1.5 sq.mm , 2.5 sq.mm , laying of pvc wires:the scope of work includes drawing/laying of following size of pvc insulated, copper conductor for laying in the existing surface /recessed, pvc / steel conduit / pvc casing and capping as required, as per the directions of engineer in charge. , 3 x 1.5 sq.mm , 3 x 2.5 sq.mm , tube light fitting:the scope of work includes supply and fixing of led 18 w 6500 k1, decorative slim linear led batten fittings with bulb of havells catalogue or equivalent, including civil work (if any) required for installation, all complete with labour and materials, as per the directions of engineer in charge , led down lights:the scope of work includes supply & fixing of recess mounted, compact vertical, round shaped 10w led 6000k down lighter with removable driver of havells make or equivalent suitable for low ceiling heights, all complete with labor and materials, as per the directions of engineer in charge....

Municipal Corporation - Tamil Nadu

28779757 tiruppur corporation_removing seemai karuvelam trees, bushes and shrubs by using jcb and chain excavator ex 110 around combined court building att collectorate in ward no.50. removing seemai karuvelam trees, bushes and shrubs by using jcb and chain excavator ex 110 around combined court building att collectorate in ward no.50....

Department Of Atomic Energy - Tamil Nadu

28656452 bids are invited for custom bid for services maintenance of lawns gardens and plantations at anuvijay township item no 1 watering existing and new lawns with sprinklers or manually as per boq and scope of work and bidder has to quote lumpsum amount including gst for to.. , custom bid for services item no 2 weeding the lawns flowerbeds and footpaths as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 3 rolling moving hoeing and cutting the lawns as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 4 maintenance of plants as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 5 maintenance of hedges or shrubs upto 150 500 mm as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 6 maintenance of designed casorina hedges as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 7 plant with cemented flower pots as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 8 supplying dap as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 9 supplying urea as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 10 supplying neem cake as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 11 supply and providing of coco peat for lawn and plantation as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities , custom bid for services item no 12 supply of pesticides of monopotophos as per boq and scope of work and bidder has to quote lumpsum amount including gst for total quantities...