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| 1 | De-Watering:-Suplying all materials, labours, T&P, 5.00 HP Diesel Pump set with POL, Pump Operator etc. and De-watering the clear water/muddy water etc. all complete as per the required specification and direction of Engineer in charge |
| 2 | Deweeding:-Uprooting rank vegetation and weeds by digging the area to a depth of 60cm, removing all weeds and other growth roots by forking repeatedly beraking clods rough dressing flooding with water uprooting fresh growths after 10 to 15days and then fine dressing for planting new grass etc as per the required specification and direction of the Engineer-in -charge |
| 3 | De-Silting :- Supplying all materials labour T&P, Excavation of any available type of soil by mechanical means loading into and transportation by mechanical means and unloading the soil within the Pond Area on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction by mechanical means but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the required specification and direction of the Engineer-incharge. (measurement of the fill to be taken on the finished compacted section under OMC condition.) |
| 4 | Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 1km rehandling the earth from dumping yard to bank of pond & spreading on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5cm layers to make ready for watering in dams and dykes for all heights including construction maintenance watering and lighting of haul road and borrow area etc complete as per specification & direction of engineer in charges |
| 5 | Supplying all materials labour T&P, Watering earthwork upto OMC condition and compaction by Mechanical means in layars not exceeding 22.5Cm to 95% dray density including hire and running charges of all the Machineries complete as per the direction of EIC (AoR-2006, Page no-12, item No.2) |
| 6 | Supplying all materials , Labour, T&P and Fine dressing of earthwork in odinary or hard soil in road / Embankment formation including cost of cutting of filling earth upto 0.15m depth of surface etc all complete as per the required specifications and direction of Engineer in Charge (AoR-2006, Page no-7, item No.10) |
| 7 | Earthwork in excavation of foundation in Ordinary soil including levelling the bed and depositing excavated earth away from site with in 50m initial lead , 1.50m initial lift. Complete as per direction of E-I-C |
| 8 | Supplying, Filling of Sand in foundation and plinth base of road surface including cost of material with taxes , watering, ramming and labour required for the work etc.Complete as per direction of E-I-C. |
| 9 | P.C.C. work in (1:3:6) with 40mm size h.g.metal(CB), mixing with concrete mixture laying , compacting including cost of all material with taxes , watering, curing ,labour required for the work etc. Complete as per direction of E-I-C. |
| 10 | P.C.C. work in (1:2:4) with 12mm size crusher brocken h.g. chips mixing with concrete mixture laying , compacting including cost of all material with taxes , watering, curing labour required for the work etc but excluding centring, shuttering . Complete as per direction of E-I-C. |
| 11 | Providing Rigid smooth centring and shuttering for C.C/R.C.C. works including false work and dismantling then after casting including cost of materials complete as per direction of E-I-C. |
| 12 | Random Rubble H.G. Stone Masonry in cement mortar (1:6) in foundation and plinth including cost of material T & P and labour required for the work. Complete as per direction of E-I-C |
| 13 | Providing and Laying (to level or slopes) and jointing with rubber rings pre-cast reinforced socket and spigot concrete pipes Class NP-3 of the following diameters conforming to IS:458 - 2003 suitable for rubber ring roll on joint of the following internal diameter as per specification complete. (Earthwork in trenches to be measured and paid for separately) as per the specification and direction of the Engineer-in -charge. Please Enable Macros to View BoQ information |
