Construction of Link road to village Kolimajra Gram Panchayat Lehi (SH- Provider Laying NP2 Pipe in Underground drain with manholes in km 0/700 to 1/00

Amount

Earthwork in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 mtr, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil up to 3 mtr depth including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802,803, 1202& 103 including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges. P.C.C. Grade 1:3:6, including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Laying cement concrete Pipe NP2(Burried conduits) on gfirst class bedding of granular material including of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works backfilling concrete and masonary work in head wall and parapets 500 mm . including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Laying cement concrete Pipe NP2(Burried conduits) on gfirst class bedding of granular material including of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works backfilling concrete and masonary work in head wall and parapets 600 mm . including carriage of all labour, equipments and materials to various locations through all modes of transportation in all leads, lifts and all incidental charges

Construction of manhole with R.C.C top slab in 1:2:4 mix in (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size aggregate 40 mm nominal size) inside plastering 15 mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) finished smooth complete including curing and testing. Inside size 800 mm x 800 mm 1000 mm deep including C.I cover with frame.(Light duty single seal pattern-1) 455x610 mm internal dimension total weight of cover and frame to be not less than 38 kg (wieght of cover 23 kg and frame weight 15 kg) with 200 mm thick wall of of brick masonary using common burnt clay building brick in cement mortar 1:3 (1 cement:3 sand).including carriage of material within all leads and lifts and as per the Entire satisfaction of the Engineer-in-Charge.

mustak