|
| 1 | Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift icluding rough dressing and bracking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m. in depth and transportation of excavated earth by mechanical meanse as per the direction of the engineer-in-charge. |
| 2 | Filling in foundation & plinth with sand watered & rammed including cost, conveyance royalty etc., Complete. |
| 3 | C:C: (1:4:8) using 4 cm. size H.G. C.B metal including the cost of all materials, labour carriage, royalty etc complete. |
| 4 | Labour for laying sub-base in layers not exceeding 100 mm watering and compacting to the required density in O.M.C with Power Road Roller including cost and conveyance of sub base materials,hire and running charges of PRR . (See Page no-142,Item no 8 of AoR-6) |
| 5 | Providing, Spreading and Laying on Road surface and compacting, proper camber layer of paver inter locking block minimum 80mm thickness and inscribed machine mixed and compacted having crushing strength not less then M-40 including filling the interstices with sand, watering, booming, bliding and consolidation with wooden hammer as per OPWD specification and relevant code including cost of materials, conveyance, royalty, labour, cess, T&P required to the work etc. complete to finished items. (See items no.16.68 of DSR) |
| 6 | CC work of M20 Grade with 20 mm sizeand down graded black hard granite chips including cost, conveyance and royalty of all materials, cost of all labour,T&P etc. complete |
| 7 | Rigid smooth centering and shuttering for CC works including false works and dismantling them after casting including cost of materials complete in G.F. (A)Foundation & Plinth |
| 8 | (B) Culvert Slab |
| 9 | Supplying ,fitting,and placing uncoated HYSD reinforcement complete. |
| 10 | De-Watering:- Supplying all materials, labours, T&P, 5.00 HP Diesel Pump set with POL, Pump Operation etc. and DE-Watering the Clear/Muddy Water etc. all complete as per the required specification and direction of Engineer in Charge. |
| 11 | Deweeding-uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth roots by forking reapeadly breaking clods rough dressing flooding with water uprooting fresh growth after 10 to 15 days and than fine dressing for panting new grass etc. as per the required specification nd direction of the EIC. |
| 12 | De-silting- Supplying all materials labour T&P excavation of any available type of soil by machanical means loading into and transportation by mechanical means and unloading the soil within the pond area on propoerly prapared 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 mecabical means but excluding watering and compaction in dams and dykes for all heights including construction, maintanance, watering and lighting of haul road and borrow area etc. complete as per the required specification and direction of the EIC. |
| 13 | Supplying all materials labour T&P, Excavation of any available type of soil by mechanical measn loading into and transportation by mechanical means unloading ther soil within the pond area on propoerly preapred and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering nad compaction nu mechcanical means but sxluding watering and compaction in dams and dykes for all heights including construction, maintanance, watering and lighting oa haul road and borrow area etc. complette as per the required specification and direction of the EIC. 70% of the water area considered for desilting. (Note:- Minimum 60cm Depth is to be excavated after the desilting work or the mother earth excavation depth shall be >60cm) Please Enable Macros to View BoQ information |
