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| 1 | 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 5 Km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to achieve 95% of dry density to make ready for watering and compaction upto OMC condition with VRR & sheep foot roller for all heights including construction, maintenance, watering and all lighting of haul road and borrow area including hire and running charges of all machineries and royality of earth etc.complete asper the direction of Engineer in Charge (Measurement to be taken on finished compacted section & borrow area will be arranged by the Agency at his own cost and risk.) |
| 2 | Quarrying,Collecting, supplying and stacking of good quality moorum in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum and conveying from stacks, spreading the same in sub base in layers not exceeding 100mm thick and compacting to the required density with PRR with all leads , lifts and delifts including cost,conveyance, royalty,cess, taxes of all materials,hire & charges of T&P materials required for the work,watering etc complete as per specification and direction of the Engineer-in-Charge. |
| 3 | Providing, laying, spreading and Compacting Granular Sub-base (GSB) by providing close graded Granular Sub-Base grading-III materials as per table 400-1, spreading in uniform layer with motor grader on prepared surface, mixing by mix place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoSRT&H specification for Road and Bridge works (4th Revision) as per direction of Engineer-in-Charge. |
| 4 | Earth work in excavation of foundation in all kinds of soil by manual means within initial lead of 50m & initial lift of 1.50m including rough dressing ,levelling the bed and breaking the clods to maximum 5cm to 7cm in size , laying in layers not exceeding 0.30m in depth including labour, T&P & Cess, etc. complete as per direction of Engineer-in-Charge . |
| 5 | Filling in foundation and plinth with sand including watering and ramming as directed by the Engineer-in-Charge. |
| 6 | R.C.C / P.C.C work of M15 with 40mm size HG crusher broken chips including hoisting, laying and cost,carriage,royalty of all materials etc complete as per direction of Engineer-in-Charge. |
| 7 | R.C.C / P.C.C work of M20 with 20mm size HG crusher broken chips including hoisting, laying and cost,carriage,royalty of all materials etc complete as per direction of Engineer-in-Charge. |
| 8 | Rigid and smooth centering and shuttering for R.C.C work including false works and dismantling them after due date of casting including cost of materials,carriage etc complete as per the direction of Engineer-in-charge. |
| 9 | Fine dressing of Earthwork in slopes of Embankment including filling of Raincut and slips with selected earth duly compacted and trimmed to the required profile and turfing the surface with compacted dub grass sods 8 cm to 10 cm thick including cost of collecting, supplying loading and unloading and transportation to the work site, royalty and other taxes etc complete as per specification and direction of Engineer-in-charge (Measurement will be taken after full survival of Turf) Please Enable Macros to View BoQ information |
