SHAHNAZAR COLONY ME HANIF KE MAKAN SE SHAHID KE MAKAN TAK NALI V CC DWARA SADAK KA NIRMAN KARY

Earth work in filling including 10 KM lead

Concrete with 4 cm. gauge Brick Ballast fine sand of 1.25 F.M. and cement in proportion are 12:6:1 in foundation and under floors, including supply of all materials, labour. T & P etc. Required for proper completion the work SI no.273.

M-150 brick work in 1:4 one cement and four course sand . mortar in foundation and plinth including supply of all materials labour, T & P etc required for proper complition of the work S.I No.305 a

Cement Concrete with 2.0 cm. gaug;e Approved stone grid coarse sand & cement in the proportion of 4:2:1 including , T&P etc. S.I. 279 (a)

M.S. or iron work in stair case roilling in heavy sizes such as trusses, built up gates, records racks, roof work, Gates etc including rivetting or welding where necessary. (S.I. 502a)

providing laying spreading and compacted 22.40-53 mm graded stone aggregate with fine sand , laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compacting including all T&P taxes & labour cess etc as directed by engineer in charges etc all. complete as per technical specification clarse 406.

Consinction of un-reinforced dowel jointed at expansion and constuction joint only plain cement concrete pavement thickness as per disig over a pepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to lS 383 maximum size of coarse aggegate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cyn capicity and appropriate weight batcher using approvd mix design lald in approved fixed side form work (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including levelling the formwork as per drawing) sprading the concrete with shovels, rakes compacled using needing screed and plate vibxators and finished in constinous operating including provision of contraction and expansion construction joints as per norms applying debonding strips primer sealant dowel bars near approaches to bridgel culvert and construction joints admixtures as approved curing of concrete slabs for 14 days curing compound (Where specifled) and water finishing to lines and grade as per drawing and Technical Speification Clause 1501 inclding cost of Polythene also including (without dowel Bat) Sl No. 10.29 new item 9(1)

S/F sign board with all complition.

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