Urban Improvement Trust Tender

Add extra over item No. 1.8 and 1.9 for every additional lift of 1.5 Mtr. or part thereof :In Ordinary rock and hard rock.

Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement level.M25 grade Design mix

Providing and layin in position specified grade of cement concrete for RCC Structure elements unto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement forshuttering and reinforcement :Walls (any thickness) including attached plasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc M25 grade Design mix

Providing and fabricating reinforcement using steel of IS:1786-1989 for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Tremo Mechanically treated bars (confirming of relevent IS Code)

Construction of un-reinforced, without Dowl Bar plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per MoRTH specification clause 602.

Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level.

Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members and removal of formwork for superstructure up to 4.5 mtr above plinth, for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.

Providing and fixing unplasticized PolyVinylChloride (UPVC) SWR pipes type`B' forscil and waste dischareg system (IS:13592:1992marked) of approved quality/ make. 110mm dia

Carriage of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge.(Up to 1 Km)