|
| 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 | 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. 2.6.1 All kinds of soil : |
| 3 | 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) |
| 4 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 5 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 6 | 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) |
| 7 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 8 | Extra for brick work in: 6.6.1 Square or rectangular pillars |
| 9 | 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. |
| 10 | 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. |
| 11 | Supply of stones |
| 12 | Dumping of stones in horizontol on level |
| 13 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 100mm dia |
| 14 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 80mm dia |
| 15 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50mm dia |
| 16 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 40mm dia |
| 17 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 32mm dia |
| 18 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 80mm dia |
| 19 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 65mm dia |
| 20 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 50mm dia |
| 21 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 40mm dia |
| 22 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. 32mm dia |
| 23 | 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 |
| 24 | 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 |
| 25 | 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) |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 27 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns |
| 29 | Extra for shuttering in circular work |
| 30 | 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. |
| 31 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 32 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100 mm dia. Class I |
| 33 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 80 mm dia. Class I |
| 34 | Labour for steel rope crossing including cost of 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 |
| 35 | Providing steel rope 20mm dia including all carriages complete job |
| 36 | Providing of GI pipe 80mm dia (Stock rate) |
| 37 | Providing of GI pipe 100mm dia (Stock rate) |
| 38 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore Medium |
| 39 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. nominal bore (Light) |
| 40 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore (Light) |
| 41 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (Light) |
| 42 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore (Medium) |
| 43 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore (Light) |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore (Light) |
| 45 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 32 mm dia. nominal bore (Light) |
| 46 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 25 mm dia. nominal bore (Light) |
| 47 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 20 mm dia. nominal bore (Light) |
| 48 | 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 |
| 49 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100mm dia (Medium) (for washout/delivery main/welded with MS plate thick 100x100mm size and for suction pipe) |
| 50 | Welding, including transportation of plant at site etc. complete By electric plant |
| 51 | Providing and fixing flanges with sockets including nut bolts and gaskets 100mm |
| 52 | Providing and fixing flanges with sockets including nut bolts and gaskets 80mm |
| 53 | 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 75 km & by manual means from road side avg distance 500 mtr |
| 54 | 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 |
| 55 | 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 100 mtr |
| 56 | 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 300 mtr |
| 57 | 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 |
| 58 | 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 90 km & by manual means from road side avg distance 100 mtr |
| 59 | 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 95 km & by manual means from road side avg distance 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 80 km & by manual means from road side avg distance 300 mtr |
| 61 | Carriage of Bricks 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 120 km & by manual means from road side avg distance 100 mtr |
| 62 | 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 125 km & by manual means from road side avg distance 500 mtr |
| 63 | Carriage of Soling stone/ boulders by Manual means from source (to be identified by engineer in charge) to road side including loading and unloading. for an average distance of 750 Mtr Head Load |
| 64 | Carriage of Soling stone/ boulders by Manual means from source (to be identified by engineer in charge) to road side including loading and unloading. for an average distance of 500 Mtr Head Load |
| 65 | 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 05 km & by manual means from road side avg distance 500 mtr |
| 66 | 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 40 km & by manual means from road side avg distance 500 mtr |
| 67 | 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 15 km & by manual means from road side avg distance 300 mtr |
| 68 | 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 15 km & by manual means from road side avg distance 100 mtr Please Enable Macros to View BoQ information |
