Gram Panchayat Saugahna me Nahar Puliya se Mo. Farukh ke khet tak inerlocking nirman karya, Vikas Khand-Phakharpur_22

Earth work in excavation in trenches for widening of road in ordinary soil (loan clay or sand) including lift upto 1.5m lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the E/I within a lead of 50m as per S.I. No. 251

P/L of Cement Concrete with 1:6:12 Cement, Fine sand & 40mm Brick ballast as per SI No 273

Ist class B/W 1:4 Cement and Coarse sand mortar As Per S.I. No. 305 (b)

Granular Sub-base with Well Graded Material By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Interlocking Tiles--Rubber moulded reflective Zig-Zag 80mm .Providing and Laying of interlocking concrete block Pavements having thikness 80mm including fine sand as per drawings and technical spacification clause 1504.

P/L of Cement Concrete with 1:2:4 Cement, Coarse sand & 20mm Stone grit as per SI No 279 (b)

Earthwork in cutting or in embankmentin ordinary soil excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer - in - charge.as per S.I. No. 253

Providing and fixing Sign. Board

LESS 5% COMPETITIVE PRICE EFFICIENCY (910170.92)