Project for Moderninzation of Kwanu Canal in Tribal Block Chakrata Distt-Dehradun (Uttarakhand). Reach 0.000 km to 3.450 Km.

Amount

Excavation in Cutting in Ordinary Soil by Manual means Upto 3 m depth

Excavation in Cutting in Ordinary Rock by Manual means with lead upto 50m

Excavation in Cutting in Hard Rock by Manual means with lead upto 50m

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.Random rubble masonry. In cement mortar (1:5)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C. grade M 20 Nominal mix 1:2:4 (Hand mixed)

Plastering with cement mortar (1:4), 15 mm thick on Stone masonry/Brick masonry as pertechnical specification Clauses 613.4 & 1204

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 (Hand mixing)

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 120, R.C.C grade M 20

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Providing of all materials,Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW pipe Grade Yst 210 Confirming to IS: 1978-1982 jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 200 mm Dia, 4.8 mm thick

Providing of all materials,Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW pipe Grade Yst 210 Confirming to IS: 1978-1982 jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 100 mm Dia, 4.0 mm thick

Providing of all materials,Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW pipe Grade Yst 210 Confirming to IS: 1978-1982 jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.. 150 mm Dia, 4.0 mm thick

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE pipes of Specified grade as per IS: 4984-1995 and Specifications with testing of pipe line Including supply of all jointing materials.PE-80 Grade.110 mm Dia PN6

Providing & Fixing C.I D/F Sluice Valves Confirming to IS: 14846-2000 in position i/c all material labour, T&P etc complete. PN-10, 200 mm

SHIVANGI ASSOCIATES AND TECHNOCRATS

GSCO INFRASTRUCTURE PVT. LTD

Shiv Pratap Singh Pundir