Pipra Ghat se Shaheed Path ke Madhya Sarsavan mein (Army Land ke Nikat Bairal Par) 400 KL Chamta ke Flood Pumping Station ka Nirman avam 05 Varsho ke Varshik Anurakshan avam Sanchalan ka Karya.

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) 0.0 to 1.50 Mtr

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) 1.50 to 3.0 Mtr

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) 3.0 to 4.50

Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth. 1 5m in width as well as 10 sqm on plan) including disposal of excavated carth, lead upto Som and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (Analysis Rate) 4.50 to 6.0 Mtr

Providing and laying in cement concrete 14:8 (1 cement 4 coarse sand 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work, in foundation and floors. (DSR 4.1.8)

"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying curing, carriage for all leads, but excluding the cost of centering. shuttering, finishing and reinforcement as per direction of the engineer in charge for the following grades of concrete. Note Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement Concrete of M30 grade with minimum cement content of 350 kg/cum (For R.C.C. Lintel) For 398 kg/Cum. (DSR - 5.33.2.2)"

"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying. curing, carriage for all leads, but excluding the cost of centering shuttering, finishing and reinforcement as per direction of the engineer in-charge, for the following grades of concrete. Note Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade (For R.C.C. Beam) For 398 kg/Cum. (DSR - 5.33.2.2+48*6.00)"

"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse regate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength, including pumping of concrete to site of laying. curing carriage for all leads, but excluding the cost of centering shuttering fishing and reinforcement as per direction of the engineer-in-Charge for the following grades of concrete. Note Estra cement up to 10% of the minimum specified cement content in design mix shall be payable separately in case the cement content indesign mix in more than 110% of the specified minimum cement content, the contractor shall have discretion to either re design the mix or bear the cost of extra cement Concrete of M-30 grade with minimum cement content of 350 kg/cum (For R.C.C. vet. wall /Slab) For 398 kg/Cum. (DSR - 5.33.2.2)"

"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement admixtures recommended proportions as per 15 9103 to accelerate / retard setting of concrete, to improve durability and workability without pairing strength, including pumping of concrete to site of laying curvig, carriage for all leads, but excluding the cost of centering shuttering, finishing and reinforcement as per direction of the engineer in-charge for the following grades of concrete. Note Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re design the moor bear the cost of extra cement All work upto plinth eve Concrete of M-30 grade with minimum cement content of 350 kg/cum For R.C.C. Footing/ Raft/slab) For 398 kg/Cum. (DSR - 5.33.2.2)"

Brick work in super-structure above plinth level including necessary cutting and moulding of brick work as required and also inchading honeycombed brick work in thickness of wall more than 12cms (1:6 cement & coarse sand I cement 6 coarse sand) (DSR 6.4.2)