Construction work for a Community Center in Gram Panchayat Shahbajnagar.

Excavation in foundation in ordinary Soil ( Loam clay or sand ) including lift upto 1.5m lead upto 30.0 m & including filling watering and ramming of excavated earth into the trenches or into the space between the building & sides of foundation trenches or into the plinth and removal & disposal surplus earth as directed by the engineer I/C within a lead of 30 m.from foundation trenches.

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. In all kind of soil. (For 1.5 m to 3.0 m).

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T & P etc required for proper completion of the work.

Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.

Boring with hydraulic piling rige with power unit providing and installing cast in ste single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, exclusing the coast of steel reinforcement but including the cost of boring with bentonite solution and the legth of the pile to be embedded in pile cap etc. all complete (Length of pile for payment shall be measured upto to the bottom of pile cap) 300 mm dia piles

Verticcal load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/ Anchor piles menthod and preparatin of pile head or construction of test cap and dismantling of test cap after test ect. complete as per specification & the direction of Engneer in charge Single pile upto 50 tonne safe capacity , Initial test (Tst load 2.5 times the safe capacity.

Verticcal load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/ Anchor piles menthod and preparatin of pile head or construction of test cap and dismantling of test cap after test ect. complete as per specification & the direction of Engneer in charge Single pile upto 50 tonne sate capacity Routine tes (Tes load 1.5 times the safe capacity)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)