CONSTRUCTION OF CC ROAD FROM THE HOUSE OF KARWARI PAL TO RAM ADHAR MAURYA HOUSE AND OTHERS NEAR JAMALAPUR BARSATHI MAIN ROAD

Excavation in foundation in ordinar soil ,loam clay or sand SI NO 251

Concrete with 4.00 cm gauge brick work ballast, fine sand and cement in proportion of 1:5:10 in foundation &under floors SI NO 273

M150 brick work with cement &Fine sand mortar in proportion of 1:4 SI NO 305 A

Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC,Spreading in uniform layers with motor grader on prepared dsurface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting graded stone aggregate of Specification size to water bound macadam (iii) specification including Spreading in uniform Thikness hand packing rolling with smooth wheel rollar 80-100kn roller in stages to Proper grade and camber ,applying and brooming requsite type of screening binding materials to fill up the interstices of corse aggregate watering and compacting to the required density.

S/F of RCC Hume Pipe including collars /splot jointed with mixture of cement in proportion of 1:2 ( cement and fine sand ) including testing of joint 350mm

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.

S/F of granite of as per approved drawing...

site photographs

C.E.F. 5% Less -