Construction of UGSS Line and Footpath at Vetrinery Hospital Area at w.n.22

Amount

Dismantling the existing damaged plain cement concrete flooring including removel of deprices from site etc., complete as diercted by the dept officers

Dismantling the existing damaged brick masonary or stone masonary in cement mortar wall inluding removing the debries from the site and stacking usefull material at work site for reuse and all labour charges etc., complete as per standare specifications.

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Plain Cement concrete 1 : 4 : 8 (one cement, foure sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS

Supplying and erecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm etc. complete complying with standard specification .

Plain Cement concrete 1 : 2 : 4 (one cement, two sand and four aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per SS

Supplying and fixing F.R.C Man Hole covers of 0.90 m sizes etc., complete complying with standard specification and as directed by the departmental officers

Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS- 16098 (Part-2) type B. .__ 30rm

Conveyance of excavated earth in average lead of 5 km including unloading charges and other initial charges etc., complete as per std. specification.

ravikumar muralikumar