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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 85% |
| 3 | Ordanary rock 10% |
| 4 | Hard Rock (B.P) 5% |
| 5 | Preparation and consolidation of sub grade with power road roller of R so 12 sonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres. |
| 6 | Providing and Laying good earth mixed with lime 12% and ramming compacting manually completed job. |
| 7 | Banking excavated carth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling cach layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m (excl, ramming with PRR and watering) All kinds of soil. |
| 8 | Providing and Laying HDPE sheet Pond Linner 300-500 micron incl. carriage and fixing of joints and overlaps etc complete job. |
| 9 | 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 1:15:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 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. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1.3.6 (1 Cement 3 coarse sand (zone-III) derived from natural sources 6 graded stone aggregate 20 mm nominal size derived from natural sources) (inlet & Out let channel). |
| 12 | Providing and fixing of Steel Gate of Size 0.45mx0.6 m including opening and closing option. |
| 13 | Providing and laying of PVC pipe including trench cutting carriage of material all complete job as per site requirement. |
| 14 | Providing Supplying and fixing and commissionig of Sluice valve of dia 300 mm incluidng carriage of material and all job. |
| 15 | Hand Packed stone into wire crate incl. c/o stone, crate and carriage of stone by MT 6km H/Load 50 Mtr (for protection to hill side slope & Embankment). |
| 16 | Dewatering/Diversion of water caused by spring seepage/river tidal etc complete Job. |
| 17 | Disposal of excavated earth average lead 01 Km by MT |
| 18 | Carriage of material from source to site by mechanical means. |
| 19 | Cement/steel at an avg lead of /8 km Qty from table |
| 20 | Sand/Stone aggregate at an avg lead of 9 km Qty from table Please Enable Macros to View BoQ information |
