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| 1 | 1.1.1/P66) Removing the excavated materials,debris of any description and any other waste materials,spoil including loading into trucks/tractors using baskets by head load or any other means and transporting by trucks/tractors and unloading at the earmarked places, spreading / levelling complete and disposal inside plant within 1 KM lead. |
| 2 | 02.08.01) Earth work in all kinds of soil in foundation, trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50 M. Disposed soil to be levelled and neatly dressed. for Lift upto 1.5 m in all type of soil. |
| 3 | 02.08.01/2.26.1) Earth work in all kinds of soil in foundation, trenches or drains including dressing of sides and ramming of bottoms , lift from 1.5m to 3.00m including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50 M. Disposed soil to be levelled and neatly dressed. for Lift from 1.5m to 3.00 m in all type of soil. |
| 4 | 02.09.01) Earthwork excavation in soft rock / ordinary rock in foundations not exceeding 1.5m in width or 10 Sqm. on plan including dressing of sides and ramming of bottoms lift as mentioned above including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50m. Disposed soil to be levelled and neatly dressed.Lift upto 1.50m in ordinary / soft rock. |
| 5 | 02.09.01/2.26.2) Earthwork excavation in soft rock / ordinary rock in foundations , drains including dressing of sides and ramming of bottoms lift as mentioned above including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50m. Disposed soil to be levelled and neatly dressed.Lift from 1.5m to 3.00m in ordinary / soft rock. |
| 6 | 02.09.03) Earthwork excavation in hard rock(blasting prohibited) in foundations , drains including dressing of sides and ramming of bottoms lift as mentioned above including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50m. Disposed soil to be levelled and neatly dressed.Lift up to 1.5m in hard rock. |
| 7 | 02.09.03/02.26.02) Earthwork excavation in hard rock(blasting prohibited) in foundations , drains including dressing of sides and ramming of bottoms lift as mentioned above including getting out the excavated soil and disposal of surplus earth as directed within a lead of 50m. Disposed soil to be levelled and neatly dressed . Depth from 1.5m to 3.00m. |
| 8 | 02.25.00) Back filling with selected excavated earth or any other materials around the foundations, under floors, pavements or any other places in layers not exceeding 20 cm, watering and ramming, consolidating etc. complete. |
| 9 | 02.27.00) Filling of sand under floors in trenches sides of foundations etc. including supply of sand and watering, ramming, consolidating and dressing etc. all complete as directed by Engineer-in- Charge. |
| 10 | 4.1.3) Providing and laying plain cement concrete at all depths below and upto ground level in foundations,fillings,non-suspended floors including tamping, curing etc. including the cost of centering and shuttering etc. as specified or directed in any shape,position, thickness and finishing the top surface rough or smooth etc.all complete P.C.C.1:2:4 (1cement: 2coarse sand-zone -III: 4graded stone aggregate 20 mm nominal size) (All materials are to be supplied by the contractor) |
| 11 | 04.01.10) Providing and laying plain cement concrete 1:5:10(1 Cement : 5 coarse sand-zone-III : 10 graded stone aggregate 40 mm nominal size)at all depths below and upto ground level in foundations,fillings,non-suspended floors including tamping, curing etc. including the cost of centering and shuttering etc. as specified or directed in any shape,position, thickness and finishing the top surface rough or smooth etc.all complete. (All materials are to be supplied by the contractor) |
| 12 | 05.33.01) Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, for pile, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). For All works upto plinth level . (All materials are to be supplied by the contractor) |
| 13 | 05.09.01) Centering and shuttering including strutting, propping etc. and removal of form work for foundations, raft of columns/walls, as directed by Engineer-in Charge.Work in foundation upto ground level in all shape and sizes. |
| 14 | 05.22.03) Supply, Bending / Binding and placing in position high yield deformed bars reinforcement or cold twisted deformed bars reinforcement for R.C.C.work at all height and depths, straightening, cutting,, bending to required shape and lengths as per details including supplying and binding with soft annealed binding wire and placing with proper cover blocks, supports, chairs, spacers etc all complete. (All material including reinforcement steel are to be supplied by the contarctor) |
| 15 | 15.02.01) Dismantling and demolishing cement concrete work including disposal of debris/ dismantled material lead of 50 mtrs. as per the direction of Engineer-in- Charge. |
| 16 | 15.03.00) Dismantling of all type of R.C.C. work including stacking of bars and disposal of unserviceable materials within 50 mtrs. lead as directed including cutting reinforcement bars from RCC work etc. complete. |
| 17 | 15.18.00) Dismantling steel work in built up sections in angles, tees, flats , chequered plates and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. at all hights, including dismembering and stacking within 200 metres lead. |
| 18 | 20.2A.1) Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of garde M-25 of specified diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 600 mm dia piles. (All materials are to be supplied by the contractor) |
| 19 | 20.06.03.1) Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.Group of two or more piles upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe capacity) |
| 20 | 20.06.03.2) Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Routine test (Test Load 1.5 times the Safecapacity) |
| 21 | 20.08.01) Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile : Upto 50 tonne capacity pile |
| 22 | 20.08.02) Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile Above 50 tonne and upto 100 tonne capacity pile . |
| 23 | Providing and laying 50 mm thick sand bituminous carpet on the RCC as directed by Engineer in charge Please Enable Macros to View BoQ information |
