| 1 | 1 | Earth work in excavation in trenches for foundation pipes cable etc. in ordinary soil (Loan Clay or Sand )including lift up to 1.50 M lead up to 50 meter and dressing of sides and ramming of bottam and disposal of surplus excavated earth as directed by the engineer including within a lead of 50 m. | BI01010001010000000000000515BI0100001113 | 3.86 | cumt |
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| 2 | 2 | laying of C.C. 1:4:8 in cement,Fine sand & 8 mm gauge brick ballast in foundation and under floors including supply of all materials and T&P etc complete in all. | BI01010001010000000000000515BI0100001114 | 2.895 | cumt |
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| 3 | 3 | M-150 in 1:4cement and course sand mortarin including supply of all materials complete in all. | | 6.215 | cumt |
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| 4 | 4 | 15 mm thick cement plaster in 1:6 single coat on rough side of single …….complete item. | | 27.02 | sqmt |
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| 5 | 5 | Providing and laying in cement concrete 1:2:4 2 cm gauge approved stone grit & curing complete including cost of formwork. | | 0.482 | cumt |
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| 6 | 6 | P/F of M.S. iron angle and flats 50x50x6 mm dia etc complete as on market rate. | BI01010001010000000000000515BI0100001115 | 4250 | kg |
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| 7 | 7 | 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. | BI01010001010000000000000515BI0100001116 | 18.6 | cumt |
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| 8 | 8 | 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, | BI01010001010000000000000515BI0100001117 | 106.95 | cumt |
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| 9 | 9 | Construction of U type drain | BI01010001010000000000000515BI0100001118 | 400 | rmt |
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| 10 | 10 | 1 % Labour Ces | BI01010001010000000000000515BI0100001119 | 1 | Nos |
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| 11 | 11 | 12 % GST | BI01010001010000000000000515BI0100001120 | 1 | Nos |
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