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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.All works above plinth level upto floor V level |
| 6 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT steel of grade Fe 500 or more |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | Extra for shuttering in circular work |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Extra for shuttering in circular work |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.. |
| 16 | Extra for shuttering in circular work |
| 17 | Arches, domes, vaults upto 6 m span .( for Shuttering on Extra for arches, domes, vaults (exceeding 6 m span shall be paid) |
| 18 | Extra for arches, domes, vaults exceeding 6 m span if applicable. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 20 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 21 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 22 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 coarse sand) |
| 23 | Extra for plastering on circular works |
| 24 | Cement Plaster ( In fine sand) 12mm cement plaster of mix 1:4 ( 1 cement : 4 fine sand) |
| 25 | Providing & Incorporating during concreting GP sheet stripe water seal 1.25mm (nominal thick) at construction joints including jointing of hence so as to form a continuous barrier, strips area (excluding laps) to be measured 20cm in width. |
| 26 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 27 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 28 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 29 | Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement. |
| 30 | Welding of joints by Gas welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 31 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,lead upto 50 m and lift upto 1.5 m. |
| 32 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 33 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 34 | Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. (medium) nominal bore for washout/ delivery main / over flow welded with M.S. Plate 1.25 mm thick 150 x150 mm size etc. complete excluding cost of pipe. |
| 35 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 37 | Providing and fixing 32 mm dia G.I Pipe for railing |
| 38 | Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir. |
| 39 | Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage from source to be indentified by Engineer Incharge. |
| 40 | Providing ,Laying, fitting, of G.Ipipe includinglabour for jointing, fixing of pipe specialsas per IS specifications including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. |
| 41 | 100mm dia(M) |
| 42 | 80mm dia(M) |
| 43 | Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ) |
| 44 | 100mm dia |
| 45 | 80mm dia |
| 46 | Providing and fixing of sluice valve confirming to IS:780 read with upto date ammendments standard make meant for Pipe gallery in filter beds required to operated from operating planteform height 4.5m, hence suitable opearation to be provided the job includes, providing and fixing fubrication of tail pieces as per site reguirements including nuts, bolts, rubber, insertions. the sluice valve shoud be fitted with extension rod pedstals etc. (Filter bed inlet & outlet and sludge clearance ) |
| 47 | Providing and fixing G.I. pipes complete for washout , overflow and InletG.I Pipe 80mm (m) |
| 48 | Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work).G.I. Pipes 32mmØ |
| 49 | Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work).G.I. Pipes 25mmØ |
| 50 | Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work).G.I. Pipes 20mmØ |
| 51 | Providing and Fixiing of G.I Pipes complete with G.I Fittings excluding trenching and refilling etc. (External Work).G.I. Pipes 15mmØ |
| 52 | Providing and fixing of HDPE Pipe ( All clases)complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil. HDPE63 mm dia |
| 53 | Providing and fixing of HDPE Pipe ( All clases)complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil. HDPE50 mm dia |
| 54 | Providing and fixing of HDPE Pipe ( All clases)complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil. HDPE40 mm dia |
| 55 | Providing and fixing of HDPE Pipe ( All clases)complete with necessary fitting of pipe special as per BIS specification and excluding the cost of earth work. All kinds of soil. HDPE32 mm dia |
| 56 | Supply and Placing of Bricks. |
| 57 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50mmØ |
| 58 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40mmØ |
| 59 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32mmØ |
| 60 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25mmØ |
| 61 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. |
| 62 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia. |
| 63 | Providing and fixing of Steel wire rope 12 dia including all allied works U Clamps, Flat Iron Clamps / Hooks labour engaged for stretching and carriage of steel wire rope. Complete Job |
| 64 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
| 65 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 66 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 67 | Dumping stone excluding cost of stones in horizontal on level |
| 68 | Supply of Nallaha stone |
| 69 | Carriage ofcementfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 1.5 Km Manual means. |
| 70 | Carriage ofcementfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 45 Km MT and 1000 mtr Manual means. |
| 71 | Carriage ofcementfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 1000 mtr Manual means. |
| 72 | Carriage ofcementfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 2000 mtr Manual means. |
| 73 | Carriage ofcementfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 2500 mtr Manual means. |
| 74 | Carriage ofSteelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 1.5 Km Manual Means. |
| 75 | Carriage ofSteelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 45 Km MT and 1000 m Manual Means. |
| 76 | Carriage ofSteelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 1000 m Manual Means. |
| 77 | Carriage ofSteelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 25 Km MT and 2 Km Manual Means. |
| 78 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage150 km MT and 1.5 Km by Manual Means. |
| 79 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage150 km MT and 1000 m by Manual Means. |
| 80 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage120 km MT and 2 Km by Manual Means. |
| 81 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage120 km MT and 1.5 Km by Manual Means. |
| 82 | Carriage ofSandby Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage120 km MT and 2500 m by Manual Means. |
| 83 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage25 km MT and 1.5 Km Manual Means. |
| 84 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage25 km MT and 1000 m Manual Means. |
| 85 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage25 km MT and 2 Km Manual Means. |
| 86 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage20 km MT and 1500 m Manual Means. |
| 87 | Carriage ofstone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage25 km MT and 2500 m Manual Means. |
| 88 | Carriage of stone aggregate (Crushed) upto 40-65 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage2 Km Manual Means. |
| 89 | Carriage of stone aggregate (Crushed) upto 40-65 mmby Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage500m |
| 90 | Carriage ofstone aggregate (Crushed) upto 40-65 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage20 km MT and 1500 mtr by Manual Means. |
| 91 | Carriage of stone by Manual mean from Road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage1000m |
| 92 | Carriageofsand (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distanceof 190Km MT and 1.5 km by Manual Means. |
| 93 | Carriageof sand (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) from road site/dumping place (To be identified by engineer in charge) to site of work an av. distance of 150 km by MT and 1.5 Km by Mannual Means |
| 94 | Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage100 km MT and 1500 m Manual Means. |
| 95 | Carriage of G.I Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km |
| 96 | Carriage of HDPE Pipe from source to road side by Mechancial Transport (To be identified by the Engineer-in-charge) 150 Km |
| 97 | Carriage of G.I Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 4000 m |
| 98 | Carriage of HDPE Pipe from road to site of work by Manual Means (To be identified by the Engineer-in-charge) 4000 m |
