Estimate for Construction of Boundary wall , Store and Office Room and Provision Of Vaccum Pumps at Pump House Of NardMissewal -Chikna Lift Scheme at RD 32300/L of A.S.H.C

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil - Mechanical Means b)Depth 3 m to 6 m

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil In Ordinary soil - Mechanical Means b)Depth upto 3 m

Cement concrete 1:3:6 A) with stone ballast or shingle ii)mixing by mechanical means using concrete mixer volumetric type

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cement concrete 1:2:4 a ii)mixing by mechanical means using concrete mixer volumetric type

Iron grated doors, including pintle hinges & arrangements.

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 75 mm o/d PVC pipe of 4 Kgf. / sqcm

First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth

First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level.

Reinforced cement concrete M-25 mechanically batchmixed using batch type concretemixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.