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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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 sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil). |
| 2 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge (Bituminous road). |
| 3 | 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 1.5m. |
| 4 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge (1:3:6 or richer mix (i/c equivalent design mix) |
| 5 | Supply & laying of stone soling in horizontal on level. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, All work up to plinth level. |
| 7 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | 1:2:4 (1 cement : 2 Coarse sand : 4 graded stone agg. 20mm nominal size) (crushed) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All work up to plinth level. |
| 11 | 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 12 | Providing & Laying to level & slope, with proper grade pipes of Class NP3/NP4 of following internal dia & grouting the pipe joints with cement slurry 1: 2 mix (1 cement: 2 fine sand) and also sealing the pipe joints with fixing of Rubber Gaskets incl. Cost of cement, sand, Rubber gaskets and RCC pipes incl. Testing of joints & all carriages of pipes upto site of work (Complete job). |
| 13 | 300mm dia (NP3) |
| 14 | 250mm dia (NP3) |
| 15 | Reinforcement for RCC work incl. Straightening cutting, bending, placing in position and binding all complete (Thermo Mechanically Treated Bars). |
| 16 | Centering and shuttering incl. Strutting, propping etc and removal of form work for:- |
| 17 | Foundation, footings, basis of columns etc, mass concrete. |
| 18 | Suspended floors, roofs, landings, balconies and access platform. |
| 19 | Walls (any thickness) incl. Attached pilasters buttresses, plinth and string courses. |
| 20 | Edges of slab and breaks in floors in walls (above 20Cm wide). |
| 21 | Providing & Fixing of Polycrate Manholes covers & frame including all safe carriages upto site of work (Complete Job). |
| 22 | Providing & Fixing of Square Shaped Polycrate Manholes covers & frame size 600mm * 600mm including all safe carriages upto site of work (Complete Job). |
| 23 | Providing & laying House connections with the following PVC accessories of ISI make (Prince-B Type) incl. all carriages (Complete Job). |
| 24 | PVC Pipe 100mm dia |
| 25 | 100mm PVC accessories |
| 26 | PVC Pipe 150mm dia |
| 27 | 150mm PVc accessories |
| 28 | Provision for repair and restoration of under ground utilities like water supply pipes (G.I, HDPE, Cast Iron,MS Pipe etc) Telephone Cables and optic fibre etc, inlcuding all accessories required to rectify the damage caused to its original position in all respects including all carriages all told to be paid as per actual. |
| 29 | Carriage of Materials by Mechanical Transport from Source to site of work: - |
| 30 | Stone soling from Athwajan Avg. 12kms |
| 31 | Stone Agg. 40mm and above from Athwajan Avg. 12kms. |
| 32 | Stone Agg. Below 40mm from Athwajan Avg. 12kms. |
| 33 | Sand from Ganderbal Avg. 20kms Please Enable Macros to View BoQ information |
