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| 1 | Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge |
| 2 | All Kind of Soil 80% |
| 3 | Ordinary Rock 10% |
| 4 | Hard Rock (B.P) 10% |
| 5 | Preparation and consolidation of sub grade with power road roller of 8 to 12tonne capacity after excavating earth to an average of 22.5 cm depth, dressing tocamber and consolidating with road roller including making good the undulationsetc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres. |
| 6 | Soil stablisation of Pond bed and sides for checking leakage and providing stability to pond using good earth and lime 10% fly ash 12% and cement 5% |
| 7 | Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, androlling every 3rd and top-most layer with power roller of minimum 8 tonnes anddressing up, in embankments for roads, flood banks, marginal banks, and guidebanks etc., lead upto 50 m and lift upto 1.5 m :( excluding ramming with PRR and watering)All kind 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 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3(1cement:1.5corse sand (Zone-III) derived from natural:3 graded stone 20mm nominal size derived from natural source |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 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(1cement:3corse sand (Zone-III) derived from natural:6 graded stone 20mm nominal size derived from natural source |
| 12 | Providing and fixing of Steel Gate of size 0.45m x 0.6 m including opening and closing option |
| 13 | Providing and laying of PVC pipe including trench cutting carriage of material all complete job as per the site requirement |
| 14 | Providing supplying and fixing and commissioning of Sluice valve of dia 300 mm including 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 | Add provision for unforseen items during execution if required |
| 19 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 20 | (i)Cement / Steel by an avg lead of 15 Km by MT |
| 21 | (ii)(Sand / stone agg) by an avg lead of 20 Km by MT Please Enable Macros to View BoQ information |
