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| 1 | Excavation in both wet and dry condition by mechanical means of all kinds of soil including stony earth, gravel & moorum etc. inter spread with boulders up to 1/2 cum size with all leads, lifts & delfts including trimming of slopes & bed to design section & depositing the excavated materials away on both side of the drain including spreading, leveling the earth in layers not exceeding 22.5 cm including hire & running charges of all machineries, T& P, cess etc. complete as per direction of the Engineer-in-charge. (Measurement will be recorded in level section only). |
| 2 | Excavation in both wet and dry condition by mechanical means of all kinds of soil including stony earth, gravel & moorum etc. inter spread with boulders up to 1/2 cum size with all leads, lifts, delifts, handling and rehandling etc. complete including trimming of slopes & bed to design section & depositing the excavated materials away on both side of the drain including spreading, leveling the earth in layers not exceeding 22.5 cm including hire & running charges of all machineries, T& P, cess etc. complete as per direction of the Engineer-in-charge. (Measurement will be recorded in level section only) |
| 3 | Excavation of foundation by mechanical means in all kinds of soil with initial lead, lift and rehandling including rough dressing and leveling the bed and sides of foundation and disposal of the excavated materials with all leads, lifts and delfts & breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.30m in depth including dewatering, shoring and shuttering, cess etc. complete as per direction of the Engineer-in-charge. |
| 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 lead of 1 Km on properly prepared and scientifically approved surface for construction of embankment including spreading and leveling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dam and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area including royalty of earth etc. complete as per the direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition) |
| 5 | Filling in foundation and plinth with sand well watered and rammed to proper level including cost, conveyance, royalty of sand, cess, T&P etc. complete in all respect as directed by the Engineer-in-charge. |
| 6 | Random rubble hard granite stone masonry of approved quality from approved quarry in sand grouted in foundation & plinth with all leads, lifts & delfts & well watered and rammed in foundation trench including cost, conveyance, royalty, loading and unloading of all materials with cess, T&P, etc complete as per direction of the Engineer-in-charge. |
| 7 | 500 mm dia Cast-in-situ single under reamed circular piles of 15.0 m length each with 940 mm dia underream with R.C.C M-25 grade with crusher broken hard granite chips of size 20 mm & downgraded of approved quality from approved quarry, mixing by concrete mixer & placing manually with all leads, lifts & delfts including cost, conveyance, royalty, loading & unloading of all materials, curing, cess etc. and including cost of bore holes but excluding cost of HYSD rod and labour charges for cutting, bending and binding of HYSD rods, etc. complete as directed by the Engineer-in-charge. |
| 8 | 375 mm dia Cast-in-situ single under reamed circular piles of 9.0 m length each with 940 mm dia underream with R.C.C M-25 grade with crusher broken hard granite chips of size 20 mm & downgraded of approved quality from approved quarry, mixing by concrete mixer & placing manually with all leads, lifts & delfts including cost, conveyance, royalty, loading & unloading of all materials, curing, cess etc. and including cost of bore holes but excluding cost of HYSD rod and labour charges for cutting, bending and binding of HYSD rods, etc. complete as directed by the Engineer-in-charge. |
| 9 | Cement concrete M-15 grade with crusher broken hard granite chips of size 40mm & downgraded of approved quality form approved quarry, mixing by concrete mixer and placing manually in proper position, with all leads, lifts and delifts, compacting with vibrators including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge. |
| 10 | Reinforced cement concrete M-25 grade with crusher broken hard granite chips of size 20mm & downgraded of approved quality from approved quarry mixing by concrete mixer and placing manually, with all leads, lifts and delifts, compacting properly, including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge. |
| 11 | Supplying, straightening, cutting, bending & binding and tying the grills of HYSD bars of approved quality and placing in position including cost, conveyance of HYSD bars and binding wire 18 to 20 gauge, loading, unloading, cess, T&P, etc. complete as per direction of Engineer-in-Charge. |
| 12 | Rigid & smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost, conveyance of all materials, cess, labour, T&P, etc. complete as per direction of the Engineer –in –Charge. |
| 13 | RCC foundation and plinth band, footings, bases of columns, mass concrete etc. |
| 14 | R.C.C walls & fins including attached pillasters. |
| 15 | Rigid and smooth centering and shuttering at all heights of trough and road slab of aqueduct bridges, deck slab and soffit slabs using required nos of pylons for vertical supports of scaffolding centering and shuttering with joists, N.G. rails and channels and shutering plates including welding, bolting,cost, conveyance, royalty, cess and all other taxes of all materials and cost of scaffolding gangway etc. including cost of conveyance of dismantling and disposing debris clear of work site complete to receive reinforcement grills and concrete as per requirement as directed by Engineer-in-Charge. |
| 16 | Rough stone dry packing in aprons and revetments with H.G. crosser broken stones of 15 cm & above size of approved quality from approved quarry placing in proper line and level with all leads, lifts and delfts, including cost, conveyance, royalty, loading and unloading of all materials, Cess, T&P, etc. complete as per direction of the Engineer-in-charge. |
| 17 | Cement concrete M-25 grade with crusher broken hard granite chips of size 20 mm & downgraded of approved quality form approved quarry, mixing by concrete mixer and placing manually in proper position, with all leads, lifts and delifts, compacting with vibrators including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge. |
| 18 | Filling in foundation & plinth with excavated materials well watered and rammed with all leads, lifts & delfts including T&P, cess, etc. complete as per direction of the Engineer-in-charge. |
| 19 | Providing weep holes in brick masonry/ plain/ Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per drawing including cost, conveyance, royalty, loading and unloading of all materials, curing, cess, T&P, etc. complete as per direction of the Engineer-in-charge. |
| 20 | Collecting, coveying, supplying and stacking of moorum in regular box heaps of size 1.5x1.5x5m to be measured as one cum including all cost, all labour, conveyance, royalty, loading and unloading of all materials, cess, T&P, etc. complete as per direction of the Engineer-in-charge. Please Enable Macros to View BoQ information |
