|
| 1 | Pipe Work: -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 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 100 mm dia. G.I. pipes |
| 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 : 100 mm dia. G.I. pipes |
| 4 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (L). |
| 5 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 7 | Welding, including transportation of plant at site etc. complete.By electric plant |
| 8 | Carriage of G I Pipes from Nearest Market to Road side including cost for loading ,unloading & stacking for an av. distance of 60 KM by Mechanical Transport and Road side to site of work av. distance 4000 Mtr by Head Load. |
| 9 | Civil Work: -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 : 80% and Ordinary Rock : 20% |
| 10 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 11 | 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) |
| 12 | 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) |
| 13 | 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) |
| 14 | 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. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 m span |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Extra for arches, domes, vaults exceeding 6 m span |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 21 | 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. Using M.S. angles 40x40x6mm for diagonal braces |
| 22 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 23 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm bend |
| 24 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 25 | Carriage of cement & steel from nearest market (as approved by Engineer in Charge) to road side by Mechanical Transport to site of work including cost for loading ,unloading & stacking for an av. distance of Average 55 KM. |
| 26 | Carriage of cement 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 of Average 4500 Mtrs. |
| 27 | Carriage of cement 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 of Average 2000 Mtrs. |
| 28 | Carriage of steel 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 of Average 4500 Mtrs.. |
| 29 | Carriage of steel 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 of Average 2000 Mtrs.. |
| 30 | 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 55 KM. |
| 31 | Carriage of Sand by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 4500 Mtrs. |
| 32 | Carriage of Sand by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 2000 Mtrs. |
| 33 | Carriage of Stone aggreate 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. distance of 55 KM. |
| 34 | Carriage of Stone aggreate by Manual means from road side (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. distance of 4500 Mtr. |
| 35 | Carriage of Stone aggreate by Manual means from road side (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. distance of 2000 Mtr. Please Enable Macros to View BoQ information |
