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...
Tender Value : ₹ Ref. Documents
