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| 1 | WSS Dhanore Dhansal |
| 2 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work).HDPE 75 mm dia. nominal bore |
| 3 | HDPE 50mm dia. nominal bore |
| 4 | HDPE 40mm dia. nominal bore |
| 5 | 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 ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. |
| 7 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :(Above 40 mm dia. nominal bore) |
| 8 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65mm & 80 mm dia. nominal bore G.I. pipes |
| 9 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.40mm & 50 mm dia. nominal bore G.I. pipes |
| 10 | Welding, including transportation of plant at site etc. complete1. By electric plant |
| 11 | Carriage of HDPE Pipe from Jammu to Site of Work for an average distance of 170 km by Mechanical transport and 5000 M by head load. |
| 12 | 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. |
| 13 | 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 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. In ordinary rocks |
| 14 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 15 | 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) |
| 16 | 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 roportions 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 |
| 17 | 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 roportions 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 |
| 18 | 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). |
| 19 | 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) |
| 20 | 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-500D or more. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 22 | Extra for Shuttering in circular work. |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 24 | Extra for Shuttering in circular work. |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 26 | Extra for Shuttering in circular work. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form forArches, domes, vaults upto 6 m span |
| 28 | Providing and incorporating GP sheet strip water seal 1.25 mm thick etc. |
| 29 | 15mm Cement plaster of mix 1 : 3 ( 1 cement : 3 fine sand) |
| 30 | Extra for Plastering in circular work. |
| 31 | 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. |
| 32 | Dry random rubble masonry with hard stone in foundation and plinth Without bond stone |
| 33 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 34 | 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. |
| 35 | 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) |
| 36 | Providing and fixing PVC bends |
| 37 | Carriage of Cement from nearest source to site of work for an average distance of 90 km by Mechanical Transport and 2 km by Head load. |
| 38 | Carriage of Steel from nearest source to site of work for an average distance of 90 km by Mechanical Transport and 2 km by Head load. |
| 39 | Carriage of Sand and Stone aggregate from nearest source to site of work for an average distance of 90 km by Mechanical Transport and 2 km by Head load. |
| 40 | Carriage of Stone aggregate above 40mm from nearest source to site of work for an average distance of 90 km by Mechanical Transport and 2 km by Head load. |
| 41 | Carriage of soling Stones from local nallah to site of work for an average distance of 1.00 km by Head load. |
| 42 | WSS Dugga Dharote |
| 43 | Providing and fixing HDPE pipes complete with HDPE fittings excluding trenching and refilling etc. (external work).HDPE 75 mm dia. nominal bore |
| 44 | HDPE 50mm dia. nominal bore |
| 45 | HDPE 40mm dia. nominal bore |
| 46 | HDPE 32mm dia. nominal bore |
| 47 | HDPE 25mm dia. nominal bore |
| 48 | 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 ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 49 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. |
| 50 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :(Below 40 mm dia. nominal bore) |
| 51 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge :(Above 40 mm dia. nominal bore) |
| 52 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.65mm & 80 mm dia. nominal bore G.I. pipes |
| 53 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.25mm & 32 mm dia. nominal bore G.I. pipes |
| 54 | Welding, including transportation of plant at site etc. complete1. By electric plant |
| 55 | Carriage of HDPE Pipe from Jammu to Site of Work for an average distance of 170 km by Mechanical transport and 05 Km by head load. Please Enable Macros to View BoQ information |
