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| 1 | 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 : |
| 2 | 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 :15 mm to 40 mm nominal bore. |
| 3 | 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 nominal bore. |
| 4 | Supply of stones |
| 5 | Dumping of stones in horizontol on level |
| 6 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80mm dia |
| 7 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50mm dia |
| 8 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40mm dia |
| 9 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32mm dia |
| 10 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25mm dia |
| 11 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 100mm dia (M) |
| 12 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80mm dia |
| 13 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50mm dia |
| 14 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40mm dia |
| 15 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 32mm dia |
| 16 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 25mm dia |
| 17 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 20mm dia |
| 18 | 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 All kinds of soil : 1 mtr cutting edge |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 22 | Extra for plastering on circular work not exceeding 6m in radius: In one coat |
| 23 | 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) |
| 24 | 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 etcupto 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) |
| 25 | 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 All works upto plinth level |
| 26 | 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 40 mm nominal size) |
| 27 | 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, improveworkability without impairing strength and durability as per direction of Engineer-in charge All works above plinth level upto floor V level |
| 28 | 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: 5.5.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns |
| 31 | Extra for shuttering in circular work |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 33 | Extra for shuttering in circular work |
| 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 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 36 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 37 | 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, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angles 40x40x6mm for diagonal braces |
| 38 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 15 mm nominal bore |
| 39 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 20 mm nominal bore |
| 40 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore |
| 41 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore |
| 42 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore |
| 43 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore |
| 44 | Providing and incorporating ( During concreting GP sheet strings water seal 1.25 mm nominal thick at const. joints including ends so as to form a continues barrier strips area excluding laps to be measured |
| 45 | 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) |
| 46 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (Light) |
| 47 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (Light) |
| 48 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore (Light) |
| 49 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore (Light) |
| 50 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32 mm dia. nominal bore (Light) |
| 51 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore (Light) |
| 52 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore (Light) |
| 53 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore (Light) |
| 54 | 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 |
| 55 | Welding, including transportation of plant at site etc. complete By electric plant |
| 56 | Carriage of GI pipe 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 of 130 km & by manual means from road side avg distance 1000 mtr |
| 57 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 58 | Carriage of Cement by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 2000 mtr |
| 59 | Carriage of Steel by Manual means from road side to site of work including cost for loading, unloading. and stacking for an av. distance of 500 mtr |
| 60 | Carriage of Sand 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 of 100 km & by manual means from road side avg distance 500 mtr |
| 61 | Carriage of Sand 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 of 110 km & by manual means from road side avg distance 2000 mtr |
| 62 | Carriage of stone aggregate (Crushed) above 20 mm 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 of 60 km & by manual means from road side avg distance 500 mtr |
| 63 | Carriage of stone aggregate (Crushed) above 20 mm 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 of 80 km & by manual means from road side avg distance 2000 mtr |
| 64 | Carriage of Soling stone/ boulders from local Nallah to the site of work from source (to be identified by engineer in charge) including loading and unloading. for an average distance of 500 Mtr Head Load Please Enable Macros to View BoQ information |
