Ward Sankhya 18 me Mohalla Bardahiya me Ramtej ke Makan se Talab tak v Shivkumar ke Makan se Sundar ke Makan Tak and Ramjanak Nishad ke Makan se gaffar ke Makan Hote Huye Shamim ke Makan Tak CC Sadak Tatha nali v kavard ka Nirman Karya.

Earth work excavation in founation in ordinary soil including filling lift upto 1.5 meter and lead upto 30m including fillingwatering and ramming of excavated earth into the trenches etc all co lete. S.1.No. 251

P/L P.C.C. 1:6:12 cement ,F.sand & B. ballas Including supplyof the work and curing complete also including cost of formwork in foudation and floor all complete.S.I NO 273

First Class 150 Brick work in 1:4 cement & C.sand Mortar All Complete S.I. No 305 b

Providing & Laying of C.C. work in 1:2:4 cement c.sand & stone grit 2mm nominal size supply of materials Labour and T&P etc requried for proper completeion of the work and curing complete also including cost of formwork in foudation and floor all comp. S.I. No 279b

12mm thick plaster 1:3 cement & c.sand all complete

Earth work cutting & filling including 3.00km cartage all complete.

Providing, laying, spreading and compacting stone aggregates of 22.453 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Construction of granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401

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 7 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 Contruction Joints, Admixture as Approved.

Additional for non mettalic C.C surface hrder I/C all complete