Construction of the pipe culvert at Rania Link Drain at RD 7250

Amount

Earth work in excavation in foundation, trenches etc. in all kinds of soils, not exceeding 2 Mtr. depth including dressing of bottom and sides of trenches staking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 Mtr. As per HSR item no.6.6

Laying of cement concrete (1:4:8) with stone aggregate 40mm nominal size in foundation & plinth.As per HSR item no. 10.39

1st class Brick masonary in cement mortar (1:5) in foundation & plinth. As per HSR item no. 11.3

Laying of cement concrete (1:3:6) with stone aggregate 20 mm nominal size in foundation & plinth.As per HSR item no. 10.40

Ist Class Brick masonary in Super structure in CM 1:5 as per HSR Item 11.8

Laying of cement concrete (1:3:6) with stone aggregate 20 mm nominal size in foundation & plinth for copying.As per HSR item no. 10.40

Dry Brick on egde paving sand grounted over 50 MM thick rammed brick aggregate 40MM Gauge as per HSR Item No.14.21

Shuttering and centering of CC1:4:6 and 1:3:6 as per HSR Item No. 9.13

Providing,lowering,laying cutting (cut surface to be uniformity finished) jointing with rubber rings marked with IS 5382 and testinig of SPIGOT AND SOCKETTED RDD NP² MARJKED WITH IS 458-1988 and specials into trenches for all depths including carriage, loading unloading, stacking handling, re-handling etcl complete in all respect to the satidixcatin to the Engineer-In Charge. (RCC pipe 900mm Ø NP 2 As per HSR item no. 29.93

Dewatering of standing water in drain.

THE SIRSA JP VIDYA CO OP LC SOCIETY LTD

THE BAJEKAN HARYANA CO OP LC SOCIETY LTD