Ward Sankhya 15 me Prayagraj rajmarg se Devideen Ke Khet Tak CC Sadak 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 supply of matcriuls Labour and etc requried for proper completeion ofthe work and curing complete

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

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

Proving,Laying, Spreding and Compacting Aggregate of 22.4-53mm Sizes to Water Bound Macadam Specification Including Spreading in Uniform Thickness, hand Packing, Rolling with Smooth Wheel Roller 80.100km in Stages to Proper Grade and Camber, Appling and Booming Stone Dust to fill up to the intrestices od Coarse Aggeregate, Watering and Compacting to the required Delnsity 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

S/F sign board at site all comp