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| 1 | Earth work in bulk excavation by manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in surface excavation(exceeding 30 cm in depth but not exceeding 1.5m in width as well as 10 m2 on plan) . All kinds of soil. |
| 3 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils. |
| 4 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 65 mm dia |
| 5 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 50 mm dia |
| 6 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 40 mm dia |
| 7 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 32 mm dia |
| 8 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 25 mm dia |
| 9 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 20 mm dia |
| 10 | Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 15 mm dia |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Water bound macadam road. |
| 13 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road. |
| 14 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 15 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 16 | Welding of joints by electric arc 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 |
| 17 | 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. |
| 18 | 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. |
| 19 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore |
| 20 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore |
| 21 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore |
| 22 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore |
| 23 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm nominal bore |
| 24 | Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm nominal bore |
| 25 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone upto 40mm thick size nominal size) |
| 26 | Providing &layingin position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level in 1:3:6 (1 cement:3coarse sand : 6 graded stone upto 20mm thick size nominal size) |
| 27 | Supply of stone in Horizontal on level |
| 28 | Dumping andfilling of stone in Horizontal on level |
| 29 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 30 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)cumcum7091.606344.255.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters, |
| 31 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 32 | 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 with1:1½:3 (1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)using crushed stone agg.) |
| 33 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 34 | 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 in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 35 | Reinforcement 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 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 36 | Providing and laying in position machine batched and machine mixed design mix M-25grade 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 workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 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. |
| 37 | 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-incharge. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 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. |
| 38 | 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. |
| 39 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more |
| 40 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 41 | Extra for Brick work with common burnt clay bricks in superstructure above plinth level up to floor V level |
| 42 | Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete . |
| 43 | Extra for shuttering in circular work |
| 44 | Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc. |
| 45 | Extra for shuttering in circular work |
| 46 | Centering and shuttering including strutting, propping etc and removal of form work fo Suspended floors, roofs, landings, balconies and access platforms. |
| 47 | Extra for shuttering in circular work |
| 48 | Columns, pillars, piers, abutments, posts and struts. |
| 49 | Centering and shuttering including strutting, propping etc and removal of form work forLintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 50 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 51 | Extra for arches, domes, vaults exceeding 6 m span |
| 52 | Edges of slabs and breaks into floor & walls under 20 cm wide |
| 53 | Cement concrete flooring 1:2:4 (1 cement: 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. complete40mm thick with 20mm nominal size stone aggregate |
| 54 | 12mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 55 | 15 mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 56 | Extra for plastering on circular work not exceeding 6.0 m in radious (in One coat) |
| 57 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece. |
| 58 | Painting with synthetic enameled paints of approved brand and manufacture to give an even shade two or more coats on new work over an under coats of suitable shade with ordinary paints of approved brand and manufacture. New work (two or more coats) applied @ 3.84 kg/10 Sqm. |
| 59 | Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement |
| 60 | Finishing exterior & Interior with Water proofing cement paint of approved brand and manufacture to give an even shade new work(Two or more coats [email protected]/10Sqmt) |
| 61 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 62 | 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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 63 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm |
| 64 | Supply and fixing rolling shutter of approved mark made of requiredsize M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top with push and pull operation complete, including the cost of providing and cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 65 | Providing and fixing Glass strips in joints of terrazzo/ cement concrete floors. 40 mm wide & 4 mm thick |
| 66 | Providing and incorporating ( During concretingGP sheet strings water seal 1.25 mm nominal thick at const. joints includingends so as to form a continues barrier strips area excluding laps to bemeasured |
| 67 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 68 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 69 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diametre |
| 70 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 71 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mm dia (Medium) (for washout/delivery main/welded with MS plate thick 100x100mm size and for suction pipe) |
| 72 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65mm dia (Medium) (for washout/delivery main/welded with MS plate thick 100x100mm size) |
| 73 | Providing steel rope crossing including cost of steel rope, U-Clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with operator, laying and fitting of GI pipes including all carriages complete job |
| 74 | Commissioning of Filtration Gallery including cost of carriage of filter media, valves, pipe specials, v-screen pipes, GI pipes etc complete job |
| 75 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.:Internal work-Exposed on wall 20 mm dia. nominal bore (Light) |
| 76 | Providing and fitting concealedElectrification of operator room/ Pump Room/ Intake including kitchen, bathroom, verandah etc. (complete job) i.e. LED lights = 10 Nos including Fuse box 1 No. Main switch (with complete wiring and switches), 4 no 15 Amp sockets , 5 Amp 5 no. sockets, 01 no fan, etc as per BIS standards ( as per directions of Engineer- In-charge) |
| 77 | Carriage ofG I Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 50 km |
| 78 | Carriage ofG I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 2000 m |
| 79 | Carriage of Sandby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 100 km |
| 80 | Carriage ofstone aggregate (Crushed) above 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 40 km |
| 81 | Carriage of sand andstone aggregate (Crushed) above 20 mmby Manual means from road side(to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of2000 m |
| 82 | Carriage of Soling stone/ boulders by manual means fromroad side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of2000 m |
| 83 | Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance ofAverage120 km |
| 84 | Carriage ofBricks by manual Menas from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 2000m |
| 85 | Carriage ofcement & steelfrom 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 50 km |
| 86 | Carriage ofcement by manual means from road side (to be identified by Engineer in Charge)to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 2000 m |
| 87 | Carriage ofsteel by manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 2000 m |
| 88 | 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. |
