Gram Sunrakh Vikas Khand Mathura mai Main road se Bhakti Vedanta Ashram Gaushala tak C.C. Road evm nali nirman karya

Earth work in cutting or in embankment Mechanical compacted in the ordinary soil excavation to be in the form of a regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead.The earth in form of cutting to be used as spoil banks within 50 m distance as per direction of Engineer in-charge.As per PWD S.I. No. 253(a)+(b).by 5.00 km cartage

Granular Sub-base with coarse graded Material (Table 400.2) Construction of Granular Sub-base by providing well graded material, spreading in uniform layers with motor grader on prepaerd surface, mixing by mix in place method with relavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD technical specification clause 401.

Class-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material .labour and t & p etc.required for proper completion of the 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 I5:383 maxirum 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 fiing 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 (debanding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14-days.

Providing and laying cement concrete in 1:2:4 of not less than strength of M-15 Stone ballast (20 mm nominal size ) approved coarse sand and cement .curring complete.including cost of form work.in foundation and floors .

12 mm cement plaster in single coat of fair side of single of half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm. In girth and finished even and smooth. No. extra for mixing any additive. (1) 1 cement : 3 coarse sand

Supply and fixing of information board at site

Less CPE @5%

GST 18%