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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 andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavatedearth as directed:All kinds of soil. |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : |
| 3 | Hand Packing of Stone into Crates excluding Cost of Stones and Crates |
| 4 | Supply of stones |
| 5 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) |
| 7 | 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) |
| 8 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 9 | Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 10 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 12 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 13.2.1 1 : 4 ( 1 cement : 4 fine sand) |
| 13 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 14 | 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 |
| 15 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mmφ(M) |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.80mmφ(L) |
| 17 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.65mmφ(M) |
| 18 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.65mmφ(L) |
| 19 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.50mmφ(L) |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.40mmφ(L) |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.25mmφ(L) |
| 22 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.15mmφ(L) |
| 23 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 80 mm dia (m) |
| 24 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 80 mm dia (L) |
| 25 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 65 mm dia (m) |
| 26 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 65 mm dia (L) |
| 27 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work) 50 mm dia (L) |
| 28 | Laying and fitting of HDPE pipes (all classes) complete excluding cost of pipes, fittings and Earth work. (external work)63 mm dia |
| 29 | 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. |
| 30 | 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 etc complete |
| 31 | Add cost of Knitted wire crates of size (6x1.50x1.50m) including transportation to site including B.A wire |
| 32 | Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 6 Km |
| 33 | Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 6km |
| 34 | Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 06 Km |
| 35 | Carriage of stone agg. 40mm and above by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 6 Km. |
| 36 | Carriage of Brick from brich klin (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 6Km |
| 37 | Carriage of G. I Pipe by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr |
| 38 | Carriage of G. I Pipe by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 1000mtr |
| 39 | .Carriage of G. I Pipe by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 3000mtr |
| 40 | .Carriage of HDPE Pipe by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 2000mtr |
| 41 | Carriage of stone from dumping place (to be identified by engineer in charge) by MT to site of work including loading and unloading for an average distance of 8 Km & 100 mtrs H.L |
| 42 | Carriage of stone from dumping place (to be identified by engineer in charge) by MT to site of work including loading and unloading for an average distance of 1 Km & 50 mtrs H.L Please Enable Macros to View BoQ information |
