Municipality Tender

Road and Sewerage Pipeline;Collection & Supply of gravel and spreading the gravel including watering and tamping and c/c of all materials and all labour charges etc., complete.,

Road and Sewerage Pipeline;Supply of SWG SP-1 pipe conforming to ISI 651 - 12" dia (300 mm)

Road and Sewerage Pipeline;TBSP-B.I-01:- Constructing 904.0 mm (3?0?) dia solid block masonry inspection chamber as per IS - 4111: Part- 1:1986 with cement mortar (1:6) prop using fly-ash blocks of 225 mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½?thick both inside and outside fitted with 20? dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'-0") in all sorts of soils (excluding rock) and laying cement concrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.

Road and Sewerage Pipeline;Construction of un - reinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavment, thickness as per design, over a prepared sub base, with 43 grade cement of only other type as per clause 1501.2.2 M30 (grade) coare and fine aggregates conforming to IS: 383 maximam in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side from work ( steel channel, laying and fixing of 125 micron thick polyteen film, wedges, steel plates including leveling the form work as per drawing ) spreading the concrete with sholvels, sakes, completed using needls, scareed and palte vibrators and finished in continuous, construciton joints applying debinding strips, primer, sealant, dowel bars, near approches to bridge/culvert and construciton joints, admixtures as approved, curing of concrete slabs for 14 days, curing compound ( where specified) and water finished to lines and grade as per drawing and techncal specification.