|
| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed. |
| 2 | All kind of soil 60% |
| 3 | Ordanary rock 20% |
| 4 | Hard Rock (by Chesling) 20% |
| 5 | Earth work in excavation by manual means in trenches for foundation ,drains, pipes ,cables etc.(Not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan ,depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in: |
| 6 | All kind of soil 80% |
| 7 | Ordanary rock 20% |
| 8 | Providing/ Laying and fitting of G.I / HDPE pipes complete including cost of pipes and required fittings as per the direciton of site Engineer incharge including all carriage complete. |
| 9 | G.I Pipe 100mm dia for inlet and outlet connection. |
| 10 | G.I Pipe 40mm dia |
| 11 | HDPE Pipe 140mm dia |
| 12 | HDPE Pipe 125mm dia |
| 13 | HDPE Pipe 110mm dia |
| 14 | HDPE Pipe 90mm dia |
| 15 | HDPE Pipe 40mm dia |
| 16 | HDPE Pipe 32mm dia |
| 17 | HDPE Pipe 20mm dia |
| 18 | Labour charges for removal of old blockage/damaged pipe GI/ HDPE of different dias from trench and surface including cleaning well flushing with water and re-laying and fitting of the same as per the direction of site Engineer incharge. |
| 19 | HDPE Pipe 110mm dia |
| 20 | HDPE Pipe 90mm dia |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering lead up to 50mtr and left up to 1.5m. |
| 22 | Dumping of stone filling excluding cost of stone i.e on horizontal level. including all carriage complete. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering. All work up to plinth level 1:3:6 (1: Cement: 3 coarse Sand: 6graded stone agg. 20mm nominal size) nallah ncluding all carriage complete.. |
| 24 | Reinforced cement concrete work in wall any thickness incl. attested plaster buttresses plain and string courses fillets colon columns, pillars, piers, abutments, posts and sturts etc upto floor five level excluding cost centering shuttering finishing and reinforcement.1:2:4(1cement: 2 coarse sand: 4 graded crushed stone agg. 20mm nominal size.including all carriage complete. |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto150, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering shuttering, finishing and reinforcement with 1:2:4(1cement :2coarse sand:4 graded stone aggregate 20mm nominal size) including all carriage complete. |
| 26 | Centering and shuttering including strutting, propping etc. and removal form for:- |
| 27 | Footings bases of columns etc for mass concrete. |
| 28 | Walls (any thickness) including attached pilasters buttresses, plinth and string course etc. |
| 29 | Suspended floors, roofs, landings, balconies and assess plate forms. |
| 30 | Edge of slabs and breaks in floors and walls under 20cm wide |
| 31 | Providing/fixing of Reinforcement for RCC work including straightening cutting, bending, placing, in position and binding all complete. Hot rolled deformed bars.Incluidng all carriage complete. |
| 32 | Providing and fixing of angle iron frame (50x50x6mm thick ) for man hole cover of tank with 5mm thick steel plateembedded in cement concrete including locking system etc size required as per the direction of site Engineer, inchagare complete job. |
| 33 | 12mm thick cement plaster of 1:4 (1 cement; 4fine sand).Including carriage complete. |
| 34 | Carriages of different materials from source to site of work. |
| 35 | carriage of sand/Bajree by an average lead from 10Km by Mtand 2 KM by Head load |
| 36 | carriage of Cement / Steelby an average lead from 55Km by Mtand 2 KM by Head load Please Enable Macros to View BoQ information |
