work at Hayyum paip near police chowki raypur Road .npp nbd

De-watering bt disesl pumping set of 5 H.P Capicity during the construction of bridge,culvert nala,etc i/c hite-charge of pumping set and its pol,labour all T7P rtc complete in all respect.

Excavation in foundation in ordinary soil (loam,clay or sand ) including lift upto 1.50 M and lead upto 30 M including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in charge upto a distance of 30 M from the foundation trenches

Disposal of dismentling excavation material with cartage upto distance 5.00 km i/c loading and unloading including supply of all material,labour and T&P etc.required for proper completion of work. As per S.I. No. 231(a).

Cement Concrete with 4cm guage approved stone ballast coarse sand and cement in proporation of 8:4:1 including supply of all material labour and T&P etc.required for proper completion of work.

M-150 brick work in 1:3 with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work

12mm thick Plaster in 1:3 with cement,coarse sand mortar including supply of all material,labour and T&P etc.required for proper completion of work

Providing and laying 600mm Dia NP3 Rcc Hume Pipe in Position i/c Cartage loading and unloading including supply of all material,labour and T&P etc.required for proper completion of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 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, dowel bars, 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 drawing and Technical Specification Clause 1501

R.C.C work with cement approved coarse sand and 2 cm guage approved stone gritt in proportion of 1:1.5:3 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.I binding wire and including the cost of binding wire and including necessary centering and shuttering etc and supply of all material,labour and T&P etc.required for proper completion of work

Mild steel or iron in plain work such as concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work. As per S.I. No. 504 of Ch. 10.