Aug. of W/S Scheme for 9 Vi...

Providing and fixing in position UPVC SWR Door Foot Bend (110M X 110M) as per SI 13592 of E.D.C Manufacture or of any other reputed firm complete in all respect. (Analysis Attached)

Providing and fixing in position UPVC SWR Reducer (110M X 90M) as per SI Manufacture of reputed firm complete in all respect. (Analysis Attached)

Providing and fixing in position UPVC SWR Bend (110M X 110M) as per SI Manufacture of reputed firm complete in all respect. (Analysis Attached)

ANNEXE BUILDING- Construction of HT / LT Panel room, PLC room, Centrifuge house, blower room and Lab cum office building including doors, windows and fittings with toilet block including all Sanitary fittings etc. as per drawings approved by SE at MPS and STP and covered area built up with RCC framed structure and brick work finished with vitrified glazed tiles flooring, powder coated aluminum frame made with 10 guage sheet having size 100mm x 45mm for chowkhat, 75mm x 45mm for door frame and 45mm x 45mm for window frame with 5mm thick glass AIS/Saint Gobain/ Modi Float.

Providing 200 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. a) As above but for 200 mm dia pipes and depth 0.60 M

Providing 200 mm dia. S.W. or R.C.C. pipes in vertical drop arrangement including providing 150 mm dia S.W. and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge (0.60 M depth) excluding cost of chamber. Extra for every 0.5 M depth beyond initial depth of 0.60 M.

Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects. 400 mm i/d RCC NP3 pipe with inside H.D.P.E. lining

Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc.,cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects 350mm i/d pipe with inside H.D.P.E. lining R.C.C. pipe with inside H.D.P.E. lining class- NP-3

Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being 300mm

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Civil Work

HSR Items