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| 1 | Clearing shrub jungles and uprooting stumps and small bushes and trees of below 1 metre girth on premeasurement including removal of debris and depositing the same clear of work site with all leads, lifts and delifts etc with supply of all labour and T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. |
| 2 | Excavation, loading, unloading and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing theexcavated materials at the dumping yardaway from work site as per the specification and as directed by the Engineer-in-charge with all leads and lifts from the place of excavation complete.(Measurement will be taken on finished level section) only |
| 3 | Excavation of foundation to proper profile in all kinds of soil with all leads, lifts and de-lifts including dressing and levelling the bed to proper slope and level and making it fit for laying concrete including depositing the excavated materials clear of work site with all leads and lifts etc, including dewatering from foundation if required, with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 4 | Providing Cement Concrete M15 grade on approved surface , shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleteriousmaterials, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries, all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. |
| 5 | Providing Cement Concrete M20 grade for RCC works on approved surface, shape and size using 20mm and downgraded crusher broken hard granite stone aggregates of approved quality quarried, free from weathered skin surface and any other deleterious material, using clean and sharp sand of approved grading and quality confirming to the design specifications including hoisting & lowering to all heights, watering & dewatering, laying the concrete in position to proper slope and level, compacting in layers with vibrators and finishing the exposed surface smooth, curing for required time, providing beads and grooves including cost, conveyance, royalty and other taxes of all materials, ( excluding cost, carriage of M.S. rod and labour for cutting, bending, binding and fixing of M.S. rod)with all cost of tools and plant, cost and carriage of wateretc, with supply of all labour and supervision charges including mobilisation & demobilisation of machineries,with all incidental charges required for the work complete in all respect as directed by the Engineer-in-charge. |
| 6 | Providing and removing rigid and smooth centring and shuttering for plain or reinforced cement concrete works including false work and dismantling the same after casting and proper curing including cost, conveyance, royalty and taxes of all materials required for the work with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 7 | Supplying filling in foundation and plinth with sand in layers not exceeding 23cum (9\") thick including watering and ramming with the cost conveyance, royalities taxes of the materials and labour with T & P required for the Work etc. Complete as per specification and direction of the Engineer-in-Charge. |
| 8 | Supplying, straightening, cutting, bending, binding of steel reinforcement of different diameters and tying the grills as per approved design & drawing and placing in position including, cost, conveyance, royalties and other taxes of M.S. Rods, binding wires of 18 to 20 gauge including providing concrete chairs, dowel bars, lapping wherever necessary with supply of all labour and T&P required for the work etc, complete in all respect as directed by the Engineer-in-charge. |
| 9 | Filling in foundation and plinth with excavated earthwith all leads, lifts & delifts including making arrangement for carriage of water and with cost conveyance of all materials, labour required for the works including watering and ramming etc. complete and including supply of labour and T & P required for the work complete in all respects as directed by the Engineer-in-Charge |
| 10 | Rough stone dry packing in aprons & revetments to all heights & thickness using hard stones of size30cm & above of approved quality free from weathered skin surface including filling the interstices with small stones by wedging & hammering to proper slope and level with cost conveyance, royalty & other taxes of all materials, labour & T & P materials required for this itemscomplete in all respect as directedby the Engineer-in-charge.(1/6th. volume will be deducted towards voids). |
| 11 | Quarrying collecting stacking and spreading of moorum on emabankment/ bank and consolidation with HRR including watering, cost conveyance and royality of materials etc complete in all respect as directed by the Engineer-in-charge. |
| 12 | Excavation in approved type of soil free from all roots waste materials kankars in approved borrow area by manual labour or by mechanical means or by both loading in to and transportation by mechanical means and unloading the earth with all leads and lifts on properly prepared and scientifically approved surface including spreading and removing un-desirable materials and leveling the earth in 22.5 cm. layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding cost of watering and compaction in dam and dyke for all height measured above the un-stripped average ground level including construction and maintenance of coffer dam as and where required and construction maintenance, watering and lighting of haul road and borrow area including jungle clearance and stripping of borrow area including trimming the extra partially compacted earth beyond the design section etc. complete as per the direction of the Engineer in charge. |
| 13 | Watering earth work in dam and embankment up to OMC involving all cost of arrangements with all leads and lifts and de-lifts and compaction with suitable power road roller/ sheep foot roller and track dozer/ vibratory plate compactor or any approved compaction equipment to 98% of Proctor density including making arrangements for supply and watering complete as directed by the Engineer-in-charge. (Measurement is to be taken on the finished compacted section of fill under OMC condition and no extra payment will be made for partially compacted earth work on the slope beyond designed section). |
| 14 | Earth work in excavation in all kinds of soil excepting all kinds of rocks for base stripping the trenches outfall drain, cutoff trenches and stripping in borrow areas with all leads and lifts and de-lifts & depth of cutting to proper slope and level including rough dressing and breaking the clods to maximum 5 cm. to 7cm. and laying in layers not exceeding 0.30m (1’) in depth for the selected earth if any and depositing & profile with all leads and lifts and depositing the balance spoil away from work site with all leads and lifts including supply of all labour and T&P required for the item etc. complete in all respect as directed by the Engineer in charge. |
