Construction of drain and CC road from Chhote Kumar to Amash Tempo and nearby lanes in Ward 88 Shyamnagar

Earth work filling including 12 k.m. 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.

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.

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.

12 mm thick plaster 1:4 with Cement and four course sand including supply all material and labour, T & etc.

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire.

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.

Supply and stacking 53mm to 22.5mm size stone ballast.

Laying spreading and consolidation but upto 10cm. (loose) thick coat. but excluding roller charges.

Construction of un-reinforced, without dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (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 as per norms, applying debonding strips primer, sealant, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc.(M-30) but when thikness of CC is less then 20 cm. (without dowel Bar)