1-Ward Sitakund Me Devtadeen ke Makan se Ved Prakash Dubey Gaurav Sharma Ke Makan Hote Hue Pradeep Mishra ke Makan Tak RCC covered nali Va CC Sadak Nirman Karya

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: 2.1.1 All kinds of soil.0.30 m & Avobe SOR Ch.4 item.2.6.1

Excavating. Supplying and filling of local Earth (including royalty) By mechanical Transport also including ramming and watering of earth in layers etc. complete.

PCC with 1:6:12 cement fsand & 40mm brick ballast l/c laboure material T&P. etc complete.as per SOR CH-5 item no.273

Construction of granular sub-base by providing coarse graded Material, grading one spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density. complete as per clause 401

Providing and laying Reinforced cement concrete 1:1.5:31 cement:1.5 cource sand:3 graded stone aggregate 20 mm nominal size as per sor.5.1.2

Supply and binding of reinforcement steel in RCC work etc all compt.

Centering and shuttering for R.C.C Work complete as per sor 5.9.3

M150 Brick work with 1:4 cement and c.sand mortor ... etc as per SOR CH-6 item no.6.1.1

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 appropnate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fiding of 125 micron thick polythene film, wedpes, 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-lays,(Without Dowel Bar) 'using curing compound where speafied) and water finishing to lines and rate as per drawing and As per MORD Specification Clause 1500