Irrigation And Water Resources Department Tender

Laying design mix of Grade M-15 CC lining of 200mm thick on side slopes for vertical height above 3.50 Mts but up to 5.50 Mts. With censored pavor machine (latest Technoligy) with weight batching and mixing plant, transporting, vibrating, providing & fixing PVC Strip Joints by using Machenical contrivance, smooth, fining quiring lining by spraining pigment lequid membrance curing compount type-2 class-B confirming to ASTMC-309 on side slope and curved portion including dewatering, pumping out of water caused by spring, sub soil water, rain water, canal leakage etc. and lowering of SSWL, wherever required and cost of all material, labour, machinery, lifts and delifts for all material including water and compacting side slopes and application of 6mm thick 1:3 cement sand slurry on the prepared wet sub grade on side slope, collecting debries and disposed off collected material outside the channel as per approved drawing and specification and relevant IS Code (latest revision) and as directed by Engineer-in-Charge including cost of sampling, testing of finished work and all tpe of water arrangement complete in all respect.

1st class brick work in cement sand mortar 1:3 in foundation & plinth. HSR 11.5

Centering & Shuttering for faces of foundation concrete foundation beams etc.HSR item No. 9.13.

Earth work excavation for lip cutting. HSR 19.23 (b)

Earth work excavation for filling in all lead of soil with an avg. lead of 495 Mtr. HSR 6.2 (b) (c) (i) (ii) (iii) & 6.3 (ii)

Extra for compaction of E/W as per specification (HSR item No.6.2(g) i, ii & v

Providing & fixing PVC rubber seal NS

Earth work in excavation in foundation, trenches etc. in all kinds of soils, not exceeding 2 Mtrs. Depth including dressing of bottom and site of trenches stacking 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 with in a lead of 30 Mtr. HSR 6.6.