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repair / maintenance to flexible / rigid area, marking, sign board, path, connected ways / paving and other misc items at afs sulur schedule a boq 2 demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc., including removing debris material to out side md land complete all as specified and directed. 3 manufacturing, supplying and fixing retro reflective mandatory / regulatory sign boards of 900 mm diametre with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type iv of astm d 4956 01 in blue and silver white or other colour combination including subject matter, message ( bi lingual ) , symbols and borders etc. as per irc ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class 2 of astm d 4956 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c / c to back support frame of m.s. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 nos. m.s. angles of size 35x35x5 mm to a vertical post made up to m.s. tee section ismt 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing m.s. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer ( vertical ms tee support to be painted in black and white colours ) .backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat includingincluding one ms pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with pcc 1:3:6 and as per direction of engineer in charge. 4 manufacturing, supplying and fixing retro reflective cautionary / warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type iv of astm d 4956 01 in blue and silver white or other colour combination including subject matter, message ( bi lingual ) , symbols and borders etc. as per irc ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class 2 of astm d 4956 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c / c to back support frame of m.s. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 nos. m.s. angles of size 35x35x5 mm to a vertical post made up to m.s. tee section ismt 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing m.s. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer ( vertical ms tee support to be painted in black and white colours ) .backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including including one ms pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with pcc 1:3:6 and as per direction of engineer in charge. 5 manufacturing, supplying and fixing retro reflective overhead informatory road signage and boards, made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type iii of astmd 4956 01 as approved by engineer in charge, letters, borders etc. as per irc : 67 2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class ii of astm d 4956 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. the rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position including one ms pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with pcc 1:3:6 and as per direction of engineer in charge. 6 manufacturing, supplying and fixing retroreflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro reflective sheeting as approved by engineer in charge . letter, symbols, borders etc. will be as per irc 67 with required colour scheme on the boards and with the high intensity grade a. the aluminium sheet to be riveted to m.s. frame of angle iron of size 40x40x4 mm. the boards will be fixed to 1 no. 50x50 mm square post made of m.s. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti theft arrangement .sheet work to be painted with two coats of synthetic enamel paint over an under coat ( primer ) and back side of aluminium sheet to be painted with two coats of epoxy paint including appropriate priming coat including one ms pipe post of 50mm square pipe 3.0mtr long duly painted with alternate black and white bandsof 25cm width including taking down existing sign boards of any description and fixing in post holes filled with pcc 1:3:6 and as per direction of engineer in charge. 7 supply and fixing in repair metal tubular dealineator made out of abs round body fitted with 2 nos 65 mm dia highly reflective reflectors made out of pmma and mounted on 45 / 50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in pcc 1:2:4 ( 150x150x300mm ) type b1 complete all as specified and directed 8 m & l repair to pot holes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cuttinground edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming ( including supply of road metal ) including taking up existing disturbed portion of hard core removing and deposting the same where directed by enginerin charge 9 m & l preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with gunny bags or using air compressor to remove all loose dirt etcto remove all dirt etc. and applying evenly a priming / tack coat with bituminous primer vg 10 at the rate of2.5 kg per 10 sq.mcomplete all as specified and directed. 10 m & l in repairs bituminous premixed semi dense asphaltic concrete, 30 mm consolidated thickness, using paving bitumen of grade vg – 30, with 5.5%binder content by weight of total mix using paving bitumen, rolled and compacted to required camber and gradient using hot mix plant and mechanical paver, rolled and compacted with power road roller of 8 to 12 ton capacity to required camber and gradient complete all as specified and directed. 11 note for item no 10: ( i ) the actual binder content for sdac used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in boq. 12 ( ii ) price adjustment shall be done on minus side only based on paid vocher ( without considering the permissible tolerance on minus side ) with reference to binder content indicated in boq. 13 ( iii ) no prices adjustment for bitumen shall be done for variation on plus side. 14 m & l levelling of road side berm by filling, spreadingwith existing sand / moorum at lower areaand cutting at raise area the with mechanical machine and rolling of surface with road roller of capacity 8 10 tonne, including removal of extra cutting material , boulders and other materials from area and all as specified and directed. 15 note for item no 14 : the unit rates quoted by the tenderer shall be deemed to inclusive for the following: ( i ) the work in cutting and filling shall be carried out as instructed by the engineer in charge. 16 ( ii ) black cotton soil / vegetable soils and soils obtained from top 30 cm cutting shall not be used for filling and shall be disposed off as directed by engineer in charge. 17 ( iii ) boulders or soft materials are encountered in cut slopes these shall be excavated to the approved depth as directed and the resulting cavities with suitable material and thoroughly compacted as directed. 18 ( iv ) cutting and filling shall be cleared of shurbs, vegetation, grass, bush, weed, trees and saplings not exceeding 30 cm in girth, measured at a height of one metre above ground level. 19 supply and fixing in repairs cat eye, light reflective type of metal body alloy of size 100mm x 100mm x 20mm with pama striplens reflector of model no. da 972.0 fixed with and incl ms stud of suitable size as per manufactures instructions.make: 3m / simsonite / tata bp / dark eye 20 m & l 75 mm thick , moorum / red bajri filling in road side berms, laid in layers n exc. 15 cm thick, spread, levelled and rammed / rolled including watering to required level and gradient complete all as specified and as directed. 21 note for item no 20 : ( i ) moorum / red bajri required shall be brought from outside md land 22 ( ii ) compaction of moorum filling shall be carried out under optimum moisture conditions up to the standard proctor density not less than 98 percent. 23 ( iii ) measurements shall be taken after consolidation earth and 5% deduction shall be made forpayments. 24 m & l precast kerb stone as in pcc 1:3:6 type c1 using 20 mm graded stone aggregate and set in cm 1:4 including removing the old damaged kerb stone from the site and deposit out side md land where directed etcincluding making good the disturbed portion of road or path complete all as specified and as directed.note : the unit rate is deemed to be included for ( a ) demolition of concrete and removing rubish material to out side md land. ( b ) necessary form work. 25 s & f speed bump ( sb 01 ) made out of plastic material so that it can bear maximum load on it. two highly reflective reflectors moulded in pmma material welded with abs base plate through ultrasonic welding process and then fixed on speed bump so that dust and water canot tocu reflectors inside area. metalic bolts are used for installation on road. size of size l=250mm, w=750mm, h=75mm ) including taking down and removing rubbish material to outside md land complete all as specified and directed. 26 s & f delineator made out of round mspipe 2dia and 3 ft long with five bands of reflective tape hip grade. three red ( 1x6 ) and two white ( 2x6 ) with jali and one coat of steel primer and two coats of synthetic enamel paint including excavating post holes of 15 x15x 15 cm and embedded in pcc 1:3:6 and including taking down and removing rubbish material to outside md land complete all as specified and directed. 27 m & l rolling and consolidating formation surfaces in cutting to the required gradient and camber including filling in depression and hollow, watering, leveling etc., complete using power roller exceeding8 tonne and not exceeding 12 tonne capacity all as specified and as directed. 28 note for item no 27 : rolling and consolidation the formation surfaces to the required gradient and camber under optimum moisture conditions to achieve at least 98% of maximum dry density determined using modified proctor density determination method as per relevant is code. 29 supply and fix in repairs solar cat eye aluminum alloy of size 125mm x 125mm x 25mm ( shank 65mm ) of high efficiency mono rystafie solar panel 2.4v / 0.3 watt one ni ed rechargeable battery ( 1.2v / 1600ma ) consisting of super bright led with 10, 000 to 18, 000 mcd completed as per manufactures instructions etc. all as specified and directed 30 note for item no 29: the cat eye shall be of 100% water proofing design according to 65 31 taking down cement plaster on brick or stone walls, or concrete or ceilings etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, removal and depositing serviceable materials where directed and leaving the work clear of any plasteringand rendering 15 mm thick in two layers onbrick or stone or concrete surfaces, first coat 10mm thick in cement mortar1:4 and 2nd coat 5mm thick in cement mortar1:4 mixed with water proofing compound as per manufacturer instructionsfinished even and smooth without using extra cement completeall as specified and directed. 32 notefor item no 31: ( a ) water proofing compound shall be measured and paid seperately. 33 ( b ) the unit rate quotedis deemed to included for removing of accumulated earth of any width and depth upto 15 cm cleaning / cutting the grass with hand operated petrol / kerosene driven grass cutting machine and removing the grass waste around 3 m from plinth protectionto outside md land 34 ( c ) periodicityof cutting of grass shall be before commencement of work and after completion of repairs. 35 supply only water proofing compound 36 m&l preparation of new plastered surfaces wallapplying two coats of cement based paint over and including a coat of primer, of any description, complete all as specified. 37 note for item no 36: ( i ) before applying cement based paint , the surface shall be thouroughly wetted to control surface suction. the surface shall be moist but not dripping wet when the paint applied .surfaces which readily absorb moisture shall be wetted in one operation not more than one hour before painting.surfaces which absorb moisture slowly shall be wtted in at least two operations not less than 30 minutes apart. 38 ( ii ) to maintain a uniform mixture and to prevent segregation , the paint shall be stirred frequently in the bucket. 39 ( iii ) painting surfaces shall be cured as soon as paint has hardened so as not be to damaged by the spray about 12 hours after the applications. 40 ( iv ) cost of scaffolding required deemed to be included in the quoted rate of item and nothing extra shall be admissible on this account. 41 ( v ) paints shall be obtained direct from approved manufacturer or from their authorized agents only and brought to site in sealed containers. the paint so procured shall be of any approved make as per list of makes specified. 42 m & l providing 75mm thick plain cement concrete 1:4:8 type d2 ( using 40 mm graded crushed stone aggregate ) as in sub base to tiles complete including demolition of concrete and removing rubish material to out side md land all as specified and directed . 43 m&l brickwork with fly ash bricks using old size bricks, straight or curved on plan exc 6m mean radius built in cm 1:6 complete all as specified and as directed 44 m & l walling of random rubble, masonary ( harder stones ) , uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed. 45 m & l rendering 15 mm thick in two layers onbrick or stone or concrete surfaces, first coat 10mm thick in cement mortar1:6 and 2nd coat 5mm thick in cement mortar1:4 mixed with water proofing compound as per manufacturer instructions finished even and smooth without using extra cement completeall as specified and directed. 46 demolition of reinforced concretein drain or any position not otherwise specially provided for complete all as spd and directed. 47 m & l cement concrete 1:2:4 type b 2 ( using 40mm graded stone aggregate ) as in surface channels and drains including necessary form work complete all as specified and directed. . 48 m & l plain cement concrete ( 1:4:8 ) type d2 ( 40mm graded stone aggregate ) as in foundation, filling and mass concrete including demolition of exsting concrete and disposal to outside md land all as spd and directed. 49 m & l reinforced cement concrete 1:1½:3 using 20mm graded stone aggregateas in foundationfor drain slabs and the like including demolition of existing foundation and disposed to out side md land all as specified and as directed. 50 m & l reinforced cement concrete 1:1½:3 using 20mm graded stone aggregateas in slabs on drain wall and the like including demolition of existing slab and disposed to out side md landall as specified and as directed. 51 note for item no 49 & 50: necessary form work and reinforcement shall be measured and paid separately vide relevant items of this schedule 52 m & l preparation of old decoratedplastered or unplastered surfaceof wall / concrete surfaces, brooming down or steel wire brushing down smoke soot, moulds mass, efflorescent , trading, oil, greasy spots and applying one coat of cement base paint complete all as specified and as directed. 53 m & l form work to sides of concrete foundaions, footings, bases of columns, rafta and raft beams, sides and soffits of foundation and plinth beams and work vertical or to better finished rough all as specified and as directed. 54 m & l form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exceeding 200mm thick finished fair all as specified and as directed. 55 s&f high strength corrosion resistant tmtsteel bars of grade fe–500of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified. 56 m & l precast cement concrete 1:2:4, type b1 ( using 20 mm graded granite stone aggregate ) in landings, cover slabs ( for manholes etc. ) , shelves and similar articles with plain faces and set in cement mortar 1:4including taking down and removing rubbish material to outside md complete all as specified and directed. 57 m & l preparation ofpainted surfaces ofnew concrete surfaceand applying two coats of synthetic enamel painting over one coat of primerover 10 cm width or girth, complete all as specified and directed 58 notefor item no 57: ( a ) all synthetic enamel paint, plastic emulsion paint shall be of 1st quality manufactured by the standard firms of make as specified. 59 ( b ) the contractor shall inform the ge, within three weeks of the acceptance of the tender, the brand / names of the manufacturers of paint proposed to be used in the works and submit samples thereof and obtain prior written approval of ge before their use in works. 60 ( c ) the contractor shall when so required by the ge, produce certificate from the manufacturer or their representative to establish that the brands of paints purchased by the contractor from them, satisfy the requirements of the relevant indian standards. tint of paint, will be approved by the ge. 61 ( d ) paints shall be obtained direct from approved manufacturer or from their authorized agents only of respective brands mentioned below and brought to site in sealed containers. the paint so procured shall be of first quality of any approved make as per list of makes specified. i. berger paints ( luxol ) , ii. jenson & nicholson ( brolac ) , iii. shalimar paints ( superlac ) , iv. goodlass nerolac ( nerolac ) , v. asian paints ( apcolite ) 62 ( e ) unless otherwise specified the tints of paint shall be as approved by the ge 63 ( f ) the contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the engineer in charge for approval. 64 ( g ) the surface shall be thoroughly cleaned and dusted. all dirt scales oil and grease shall be thoroughly removed before painting is started. the prepared surface shall be inspected and approved by the ge before painting is commenced. the weather shall not be foggy / rainy, dusty or windy. the suitability of the weather will be determined by the engineer in charge. 65 ( h ) no hair marks from the brushor clogging of paint buddles shall be left on the work. surface shall ordinarily not be painted until it has dried up completely. trial patches of paint shall be laid at intervals to check if drying is satisfactory. 66 s & f chequered cement concrete coloured tiles 300 x 300 x 25 mm thick, machine pressed heavy duty any pattern / type, chemically treatedset jointed and pointed in neat cement slurry as in paths, etc and cut and polished using grey cement andpigments over screed bed or bedding layer of mortar 15mm thick for laying floor finishes in cement mortar ( 1:4 ) including demolition of stone slab and tiles of any description or thickness in floors, aporon etc complete all as specified and directed. 67 s & fin repairs convex mirrors for road safety as per model no. rscm 100 of size 100 cms made up of polycarbonate reflective mirror body made of abs suitable for outdoor use complete fixed with ms pipe of 40 mm dia, length 2.4 mtr impabaded in pcc 1 : 2 : 4 type b1 of size 450 mmx x 450 mm including earth work complete ( make of gogia plastic & equivalent ) 68 m & l 100mm thick, plain cement concrete ( 1:2:4 ) , type b 1 ( using 20 mm graded mechanically crushed stone aggregates ) , as in hardstanding including making joints at 3.00 metre intervals and at each corner, the joint shall be filled with mastic filling ( to full depth ) comprising of one part heated hot blown bitumen 85 / 25 & two parts heated sand ( by volume ) , surface finished even and smooth without using extra cement, including demolition of existing concrete and removal of debris out of md land complete all as specified and as directed.note : the concrete shall be laid at a stretch not exceeding 3 metre in length and width of joint shall not be more than 12 mm. 69 s&f high strength corrosion resistant, tmtsteel bar of grade fe 500, 6 to 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire ( annealed ) not less than 0.9 mm dia., or securing with clips in stirrups , spacers and binders etccomplete all as specified and directed. 70 m & l forming construction joint, 30mm deep and 10 mm wide ( using diamond cutter ) , filled with grade a sealing compound , priming the sides, and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after sealant is applied by mechanical means complete all as specified and directed. 71 m & l forming contraction ( dummy ) joints, 65mm deep and 10 mm wide ( using diamond cutter ) , filled with grade a sealing compound , priming the sides, and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after sealant is applied by mechanical means complete all as specified and directed. 72 m & l hot applied thermoplastic compound exc 10 cm width and 2.5mm thick ( excluding thickness of glass beads ) and providing selecting glass beads @ 250gm per sqm as per irc 135, finished surface to be levelled uniform and free from streaks and holes including cleaning of surface to remove all loose dirt etc. complete all as specified & directed. make : sinor, ace polymer, tata b.p. 73 m & l forming 20mm thick expansion joints filledwith pre formed bituminous fillerand top 30mm primed and sealed with grade ‘a’ sealing compound on concrete slab of thickness 200mm and applying masking tape on edge of joint to prevent accidental spillage of sealant on top surfaces to give neat finish to the sealant and removing the masking tape after sealant is applied by mechanical means complete all as specified and directed. 74 m&l pre cast cemet concrete louves and jallies 40 mm thick in pcc 1:2:4, typeb 0 using 12.5 mm graded aggregate including moulings set in cement mortar 1:4 including dismantling existing jallies complete all as specified and directed. 75 s & f ss sign board pattern ( ss to ss 7 ) , fully retro reflective sign board made of 3mm thick acp ( aluminum composit panel ) sheet framed with 40mm round ss pipe having front / back ( both ) side entire surface fully bonded with retro reflective sheeting of hip ( high intensive prismatic ) grade having pressure sensitive adhisive. boarders and message as indicated cut out. back ground in blue and matter in white colour tape having two posts of 50mm round ss pipe 3.0mtr long including excavating post holes of 30 x 30 x 30 cm and embedded in pcc 1:3:6 and including taking down and removing rubbish material to outside md land complete and as directed by engineer in charge 76 msjoist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. ( cut to ordinary lengths i.e. within 20mm of the length indicated ) including dismantling of existing one all as directed by engineer in charge. 77 m & l preparation of new steel surface of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer complete all as specified and as directed. 78 note for item no 77 : ( a ) synthetic enamel paint, shall be of 1st quality manufactured by the standard firms of make as specified. 79 ( b ) the contractor shall inform the ge, within three weeks of the acceptance of the tender, the brand / names of the manufacturers of paint proposed to be used in the works and submit samples thereof and obtain prior written approval of ge before their use in works. 80 ( c ) the contractor shall when so required by the ge, produce certificate from the manufacturer or their representative to establish that the brands of paints purchased by the contractor from them, satisfy the requirements of the relevant indian standards. tint of paint, will be approved by the ge. 81 ( d ) paints shall be obtained direct from approved manufacturer or from their authorized agents only of respective brands mentioned below and brought to site in sealed containers. the paint so procured shall be of first quality of any approved make as per list of makes specified. i. berger paints ( luxol ) , ii. jenson & nicholson ( brolac ) , iii. shalimar paints ( superlac ) , iv. goodlass nerolac ( nerolac ) , v. asian paints ( apcolite ) 82 ( e ) unless otherwise specified the tints of paint shall be as approved by the ge 83 ( f ) the contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the engineer in charge for approval. 84 ( g ) the surface shall be thoroughly cleaned and dusted. all dirt scales oil and grease shall be thoroughly removed before painting is started. the prepared surface shall be inspected and approved by the ge before painting is commenced. the weather shall not be foggy / rainy, dusty or windy. the suitability of the weather will be determined by the engineer in charge. 85 ( h ) no hair marks from the brushor clogging of paint buddles shall be left on the work. surface shall ordinarily not be painted until it has dried up completely. trial patches of paint shall be laid at intervals to check if drying is satisfactory. 86 s&f of protection roadway plastic road studs photoluminicent high visible ( glow in the dark ) all weather proof road stud of 100mm x 100mm x 20mm size with orange reflectors with load bearing capacity of 16 tons and minimum glowing period 8 hours without any battery requirement fixed on existing road including taking down existing one with approved adhesive all as per manufacturers instructions and as directed.make : m / s srijan system pvt ltd / audo viso / tata bp 87 m & l preparation of painted surfaces of old concrete surfaceand applying one coat of synthetic enamel paintingover 10 cm width or girth, complete all as specified and directed 88 note for item no 87 : ( a ) synthetic enamel paint, shall be of 1st quality manufactured by the standard firms of make as specified. 89 ( b ) the contractor shall inform the ge, the brand / names of the manufacturers of paint proposed to be used in the works and submit samples there of and obtain prior written approval of ge before their use in works. 90 ( c ) the contractor shall when so required by the ge, produce certificate from the manufacturer or their representative to establish that the brands of paints purchased by the contractor from them, satisfy the requirements of the relevant indian standards. tint of paint will be approved by the ge. 91 ( d ) paints shall be obtained direct from approved manufacturer or from their authorized agents only of respective brands mentioned below and brought to site in sealed containers. the paint so procured shall be of first quality of any approved make as per list of makes specified. i. berger paints ( luxol ) , ii. jenson & nicholson ( brolac ) , iii. shalimar paints ( superlac ) , iv. goodlass nerolac ( nerolac ) , v. asian paints ( apcolite ) 92 ( e ) unless otherwise specified the tints of paint shall be as approved by the ge 93 ( f ) the contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the engineer in charge for approval. 94 ( g ) the surface shall be thoroughly cleaned and dusted. all dirt scales oil and grease shall be thoroughly removed before painting is started. the prepared surface shall be inspected and approved by the ge before painting is commenced. the weather shall not be foggy / rainy, dusty or windy. the suitability of the weather will be determined by the engineer in charge. 95 ( h ) no hair marks from the brushor clogging of paint buddles shall be left on the work. surface shall ordinarily not be painted until it has dried up completely. trial patches of paint shall be laid at intervals to check if drying is satisfactory. 96 m & l hardcoreofgaugenotexceeding 63mmofbroken stonesorboulders, deposited, spreadandlevelledin layersnotexceeding 15cmthick, wateredand rammed to a true surface including demolition of existing undulated hardcore surface and removing the same completeall as specified and directed. 97 s & f machine pressed rubber moulded precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to is 15658 of 80mm thickness m 40 grade, laid over and including m sand cushion of 50mm thick complete and packing the sides with pcc 1:3:6 including demolition of existing stone slabs or tiles of any description complete all as specified and directed.. 98 note for tiem no 97: ( a ) the unit rate quoted is included for demolition of stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar. 99 ( b ) the manufacturers test certificate andindividual test certificateof tilesmust be submitted for approval by the concerned authority prior to installation. 100 dismantling fencing wire mesh, barbed wire of any type and any size at any position on the wooden / steel post complete all as specified and directed. 101 note for item no 100: the unit rate quotedis deemed to included for removing of accumulated earth of any width and depth upto 15 cm cleaning / cutting the grass / trimming down shurbs / branches / small trees with hand operated petrol / kerosene driven grass cutting machine and removing the grass waste around 3 m from fencing postto outside md land 102 excavating in post holes ( or similar holes ) soft / loose type of soil each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm including for removing excavated materials to out side md land complete. 103 m & l cement concrete type c 1, 1:3:6 ( using 20mm graded crushed stone aggregate ) as in foundation of fencing post, filling and mass concrete complete all as specified and directed. 104 straining and fixing only chain link fencing includingline wires, any mesh size and type of to any type of standards, rails, straining bolts etc including provision 10mm dia ms bars as line wire welded to fencing posts and ms flat iron for fixing fencing wire mesh complete all as specified and as directed. 105 note for item no 104 : supply only 10mm dia round bars measured and paid seperately under relevent item here in after. however, labour aspect for fixing is deemed to be included in this item. 106 supply only chain link meshand made of galvanised wire and shallconfirm to is 2712.2003 and having zinc coating of type heavy as laid down in is 4826 including line wires / binding wire etc fixed to any type of standards posts complete all as specified and directed. 107 s & f posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc. flat iron fillets ( for securing wire mesh etc. ) including all necessary drilling, bolting or riveting, etc and similar work conforming to fe 290 gde e 165 including dismantling posts or struts ( wood, steel or rcc ) any section, incl taking out embedded portion and making good disturbed ground posts embedded in concrete brick masonary etc complete all as specified and as directed.. 108 supply only 10mm dia round bars, cut to length , hooking ends as in wooven / straining bar ( stiches through chain link fencing between post ) complete all as specified and as directed. 109 s & f galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc as directed ( each line of wire to be measured ) 110 demolition of existing un reinforced cement concrete in ground floors and pavings not exceeding 25 cm thicknesscomplete all as specified and directed. 111 removalofdemolished materials / debrisetc.toa distance exceeding 1.5 km and not exceeding 5 km and depositing where directed complete all as specified and as directed. 112 m & l dry lean concrete ( dlc ) of compressive strength not less than 10n / sqmm at 7 days with minimum 150 kg of cement using graded stone aggregate or as per design mix per cum laid and rolled with double drum smooth wheeled vibratory roller of 8 to 10 ton capacity complete including demolition of concrete and removing to out side md land all as specified and directed. 113 note for item no 112 : no price adjustment shall be applicable if excess quantity of cement than the minimum is used / approved based on mix design in the execution of work under this item. 114 m & l 10mm thick manufacturing sand cushion as inter face layer below the pqc including watering and consolidation spreading and levelling in layers n exc. 25 cm thick 115 s & f one layer of polythene film ( transparent colour ) 400 micron thickness as per astm d2103 / is 2508 laid over tack coat with side and end overlapping not less than 300mm all as approved by ge. 116 note for item no 115 : measurement shall be taken for net area and unit rate quoted shall deemed to include for over lapping. 117 m & l pavement quality cement concrete ( pqc ) work in pavement slab / hard standing, in single layer, using design mix with minimum cement content 400 kg / cum to achieve flextural strength 45 kg / sqcm on 28 days ( lower concrete limit lcl ) in pavement slabs, spread & compacted using vibrators and paving slip form conrete sensor paver min 4 m wide and mechanical paver with electronic sensor ( minimum 05mextendable with attachment to 8m wideto required gradient, using non circular synthetic fiber @ 0.25% by weight of cement, including necessary steel form work along the joints compacting finishing and belting / brooming all as specified and directed. 118 note for item no 117 : ( a ) construction joints / dummy joints and expansion joints shall be measured and paid seperately under respective items. 119 ( b ) deduction shall be made in computing concrete quantity for expansionjoints. 120 ( c ) contractor shall consider 400 kg of cement per cum of concrete while quoting this item.actual quantity of cement shall be used as per approved design mix.no price adjustment shall be applicable forexcess quantity of cement content i.e beyond 400 kg as perapproveddesign mix in execution of work 121 ( d ) non circular synthetic fiber shall be mixed in the pqc @ 0.25% of cement all as per manufacturers instructions and as directed by engr in charge. 122 ( e ) supply only of polyester triangular / non circular synthetic fibre shall be measured and paid seperately. 123 ( f ) cost of brooming and belting shall be measured and paid seperately. 124 ( g ) cost of steel formwork and testing as specified shall be deemed to included in the rate quoted by the tenderer 125 ( h ) maximum working temperature shall not exceed 30 degree centigradeof atmosphere. 126 ( j ) supply only of polyester triangular / non circular synthetic fibre shall be measured and paid seperately. 127 ( k ) cost of brooming and belting shall be measured and paid seperately. 128 ( l ) cost of steel formwork and testing as specified shall be deemed to included in the rate quoted by the tenderer. 129 ( m ) maximum working temperature shall not exceed 30 degree centigradeof atmosphere. 130 supply only polyester triangular / non circular synthetic fibre for pavement quality concrete pqc surface complete all as specified and directed. 131 m & l finishing surfaces of concrete pavement by belting / brooming complete all as specified and directed. 132 m&l applying one coats of water based road markingpaint of any colour such as lines, dashes, arrows, letters, boxes etc on roads, pavements and the like including preparation ofsurfaces by brushes / mechanical grinder / sand papers, making surface rough to hold paintexceeding 10 cm wide all as specified and as directed.make of road marking paint :m / s asian paints, m / s jenson and nicholson, m / s berger paints 133 note for item no 132: ( a ) the cost for using spraying machine including necessary dg set required to operate machines used for scraping / removal of existing paint deemed to be inclusive in the above quoted rate. 134 ( b ) unless otherwise specified the tints of paint shall be as approved by the ge 135 ( c ) the contractor shall submit samples of the paints proposed for the work along with results of tests conducted in approved laboratory as directed by the engineer in charge for approval. 136 ( d ) the surface shall be thoroughly cleaned and dusted. all dirt scales oil and grease shall be thoroughly removed before painting is started. the prepared surface shall be inspected and approved by the ge before painting is commenced. the weather shall not be foggy / rainy, dusty or windy. the suitability of the weather will be determined by the engineer in charge. 137 ( e ) no hair marks from the brushor clogging of paint buddles shall be left on the work. surface shall ordinarily not be painted until it has dried up completely. trial patches of paint shall be laid at intervals to check if drying is satisfactory. 138 s & f in repairs machine pressed rubber moulded precast concrete interlocking paver block with grey cement and pigment any shape and size, polished confirming to is 15658 of 60mm thickness m 35 grade, laid over and including m sand cushion of 50mm thick complete and packing the sides with pcc 1:3:6 all as specified and directed. 139 note for item no 138 : ( a ) the unit rate quoted is included for demolition of stone slabs and tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar. 140 taking down and refixing the same steel gate not exc 3 sqm each pane after repair of rusted or damaged portion of the gate including pivote, holdfast, stopper, locking arrangement, pintal etc and necessary greasing to pivote with or including spot welding, running welding all as specified. 141 note for item no 140 : in case required new mild steel fixed with replacing rusted or damaged portion will be included in quoted rate. 142 taking down and refixing broken glass coping on top of wall in cm 1:3 complete all as specified and as directed. 143 note for item no 142 : contractor shall bring broken glass from out side md land 25mm layer of cement mortar ( 1:3 ) with broken glass @ of 10 kg per sqm in case sufficient glass not obtained from taking down and the quoted rate is deemed to be inclusive of this provision also. 144 m&l cleaning of existing cover drain / open drain ofany width and depth upto 15 cmby using jet water pressure mechanical pump, suction pump andremoving mud / silt, vegetation growth, plants / small trees etc to a distance 50m , including repairing cracks in cement mortar ( 1:3 ) where noticed in surface of drainall as specified and as directed. 145 note for item no 144 : ( a ) the work to be executed in highly restricted area. 146 ( b ) the unit rate is deemed to be included for removing of accumulated earth of any width and depth upto 15 cm cleaning / cutting the grass with hand operated petrol / kerosene driven grass cutting machine and removing the grass waste around 1m from both side of the drain to outside md land note: periodicity of cutting of grass shall be before commencement of work and after completion of repairs. 147 ( c ) the unit rate deemed to be considered for first aid and necessary safety arrangements equipment’s to be provided by the tenderer for workman. 148 ( d ) the tenderer shall adhere to time frame as per the user’s requirement and as per demand.the demand and the location of work will be intimated either by the rep of user / mes rep well in advance. in case of failure to attend the demand in time penalty will be levied for each day @ rs 500 / for non completing the requirement till completion of work.the nature of the work related to airfield maintenance, hence the delay is not acceptable. 149 m&l for repairs to pavement by cutting the existing concrete slab by machine to a length of damaged portion with an average depth of 30 40mm and average width of 25 50mm, trimming the surface and application of resin formulation in following two stages as given below including preparation of surface complete : 150 ( a ) first stage consists of application of a primer coat with epoxy resin of mix with formulation of 100 parts of araldite gy 257 ( dipenny 101 propane epichorihydrin ) and 50 part of hardner hy 140 by weight. 151 ( b ) second stage consists of application of epoxy resin mortar mix with the following formulations: ( i ) araldite gy 257 100 parts by weight ( ii ) hardener hy 140 50 parts by weight ( as per weight of araldite ) ( iii ) quartz sand no 9 450 parts by weight. ( as per weight of araldite ) 152 note for item no 149 to 151 : any excess width / depth occured during cutting more than as specifiedshall be filled with the same resin formulation in two stages as mentioned above without any extra cost to the government by the contractor. ) 153 m&l plates ( plain or chequered ) channels, square cut or notched ( ordinary and counter sunk ) forming holes, with riveted, bolted or welded attachment. ( fe 410 w ( gde e 250 ) quality a including dismantling of existing one complete all as specified and as directed. 154 m & l welding in repairs, exc 2, 5 cm but n exc 5 cm in length over the metal of thickness n exc 6mm complete all as specified and directed. 155 excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation, cesspits, manholes, pier holes, etc. and getting out in hard / dense soil complete all as specified and directed. 156 m&l plain cement concrete ( 1:3:6 ) type c2 ( 40 mm graded stone aggregate ) asconcrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes ofsize 150 mm bore of pipe, complete all as specified and as directed. 157 s & freinforced concrete pipes class np 2 with one collar per length of pipelaid fixed to trenches150 mm bore including demolition of existing pipe complete all as specified and directed. 158 returning , filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil. 159 m&l retro reflective tape in any pattern, shape / number / letters on old existing boards after cleaning including removing of existing letters / tape complete all as specified and directed. 160 m&l renewingcement concrete tilesin patches, area n exc 5 sqm including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tilescomplete all as directed. 161 note for item no 160 : the rate included for cutting out broken tiles, removing and cleaning loose tiles, preparing bed removing rubbish, brooming and replacing old with new tiles to match, complete with all cuttings etc, that may be required. new tiles requiredis deemed to be included in the unit rate quoted. the unit rate is also including necessary bedding in cement mortor in cm ( 1:4 ) not exceeding 15mm thick....
Due Date : February 02, 2023
Tender Value : ₹ Ref. Documents
