Name of Work: Moh. Shanti Nagar me Eidgaah se Aleem ke Plot tak C.C. Sadak ka Nirmaan.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil excavation to be done form of regular pits not exceeding 1/2 M. in depth and work embankment to be in 20 cm. layers including ramming and dressing pulverization the surface to required levels and slopes and also including 1.5 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer-in-charge including supply of roller and water required for proper completion of the work as per M.O.T. specification No. 301, 2.1, including royalty which shall be deducted as per rule.
BI01010001010000000000000515BI0100001113
360
cumt
2
2
Construction of granular sub-base by providing well graded material, 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 MORD Technical Specification Clause 401.
BI01010001010000000000000515BI0100001114
67.5
cumt
3
3
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,
BI01010001010000000000000515BI0100001115
101.25
cumt
4
4
M-150 in 1:4cement and course sand mortarin including supply of all materials complete in all.
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