Construction of Boudarywall Inchudi PHC Building for the yaer 2024 25

250 mm dia single under reamed pile foundation 3m deep with RCC M-20 including cost of bore excluding cost of steel.

Earth work in ordinary soil in excavation of foundation trenches within 50 meter initial lead and 1.5mt. Intial lift including rough dressing and levelling the bed including all labour, T&P etc. complete as directed by the Engineer in Charge.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge.

Providing and laying plain cement concrete of proportion 1:3:6 in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering laying concrete ramming watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost conveyance royalties taxes of all materials and cost of all labours Tand P etc complete as per the direction of the Engineer in charge.

R.C.C. work with M-20 grade In Different Works having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position. Coloumn Base/Pile Cap

Grade Beam

Coloumn Shaft

Straightening cutting, bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S. rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyance and taxes of M.S. rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer- in-Charge.

Fly Ash Brick (23x11x8cm) size having crushing strength not less than 75kg/ cm2 with cement mortar (1:6) in Superstructure per cum as directed by the Engineer-in-charge.

Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties and taxes of all materials with cost of all labour, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge.