Estimate for Construction of RCC Chamber with MS Cover in wter sub. Division Lashkar West No. 01 of ward No. 51 file No. 254/25x9/1

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed Ordinary rock 15nosx2.5x2.5x0.30=28.13Cum

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed All kinds of ordinary soil 15Nosx2.5x2.5x1.5=140.63Cum

Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate

Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement In foundation 15Nosx2.5x2.5x0.15=14.06Cum For MS chamber grouting 15Nos x2(1.90+1.50)x0.20x0.30=06.12Cum For wall 15Nos x2(1.90+1.50)x0.20x1.50=30.60Cum 50.78Cum

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Cold twisted bars

12 mm cement plaster finished with a floating coat of neat cement of mix : 15Nosx2(1.5+1.5)x1.5=135 sqm

Manufacturing and supply of specials made out of M.S. steel plate or HR coil conforming to IS 3589-2001 or its latest revision/amendment, 5mm to 6mm thick plate in shapes and sizes required as per site conditions including cost of steel plate & other electrical & mechanical material, including Submerged Arc welded, including cost of transportation, loading and unloading complete approved by Engineer-in-Charge. (This is applicable only when standard special are not available). L [email protected]/m=227.20kg MS plate-1.80x1.80x0.008x7850=203.47kg 430.67kg (430.67KGx15Nos=6460.05Kg)

Filling by 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 m and lift upto 1.5 m.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.1:3:6 or richer mix

Transportation By Mechanical means including loading, unloading and stacking where ever necessary. Excavated Earth 5 Kilometer