Construction of Wet Land in Village Kasanda and Kasandi adjacent to Try. Drain No. 4.

Amount

Wire crates 1.2mtr.x1.2 mtr. From all direcions of GI wire with boulders with square cut faces against the wire 4 mm dia GI wire 25cmx7.5cm mesh Diagonal wise) HSR No.23.38a

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending ,binding wastage, overlaps, welded joints, spacer, bars chairs,stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depaths/storeys/basements etc. as per HSR Item No. 18.22

RCC Weirs & Raft & PCC cement concrete 1:1, 5:3 with stone aggregate 20 mm nominal size in foundation & Plinth HSR item no. 10.42

PCC Item No. 10.40

Gabion made of bolders supply and carriage of stone bolders of requisite size from approved quarry to site of work as per PWD specifications No. 3.31 read with 23.6 & 23.9 Including loading, unloading and stacking and rehandling if any

Ridge made of pebbles + pebbles on bedsupply and carriage of stone bolders of requisite size from approved quarry to site of work as per PWD specifications no. 3.31 read with 23.6 & 23.9 incluing loading, unloading and stacking and rehandling if any.

Stone pitching, supply and carriage of stone boders of requisite size from approved quarry to site of work as per PWD specifications No. 3.31 read with 23.6 & 23.9 including loading, unloading and stacking and rehandling if any.

Jointing UPVC pipes 80 mm dia fifted with bolts and nuts including cost of labours and tools etc. And tested complete as per HSR Item No. 28.8B

E/Work excavation with an avg. Lead of 15 mtr. HSR 6.2 B

Extra for wet E/W from bottom of excavation upto level of sub soil water HSR 6.2 d

Extra for laying earth as per specification for compaction in 25 cm layers and dressing, but exclude cost of rolling HSR 6.2 g(l)

Provision of 2 no. of gates a inlet points of ponds for regulating supply.

Providing lowering, cutting, jointing etc. Of 300 mm internal dia RCC Hume pipe NP2 HSR 29.93

First class brick work laid in cement sand mortar 1:3 in f/ plinth HSR 11.5