Construction work of rubber mold interlocking and covered drain from Virendra Singhs house to the road in Station Road under Ward No. 05

Earth work in excavation in foundation in ordinary soil all respects as per PWD S.I.No. 18-9- 20-21 SI no. 2.1.1

P/L cement concrete in 1:6:12 in cement Fine sand & 40 mm grade stone grit including all respects as per pwd S.I.No. 4.1.3 18-9-20-21

M-150/ First class brick work in 1:4 in cement and coarse sand mortar including all respects as per pwd specification No. 16-11-18-9-20-21

12 mm thick plaster in 14 in cement and coure sand excluding all respects as per pwd. S.I.No. (2) 13.4.1 18-9-20-21

P/L cement concrete in 1:2:4 in cement Fine sand & 20 mm grade stone grit including all respects as per pwd S.I.No. 4.1.3 18-9-20-21

Construction of granular sub base by well provided well graded material, spreading in uniform layers with morial grader on prepared surface & well compacted smooth roller to achieve the density as per technical Specification clause 401

P/L 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30 MPA & waith is not less than 5.50 kg. including 04 cm thick cushion of local sand & 01 cm 14 thick layer spreading for joint filling including all respects as per pwd. as per checked analysis of rate S.I.No. (34) Mald 1500 (6.7) 18-9-20-21

RCC work in slab 1:2:4 in cement, course sand & 20 mm grader stone grit excluding supply of reinforcemen! but ixcluding cost of centering and shuttering etc. all respects as pwd S.1. no 16(2) 5.1.3

Mild steel/reinforcement work in plain work including supply of all steel and wastage & over lapping & hooks all respects as per pd. S.I.No. 504