| 1 | 1 | Dismantling of the Max Phalt Road Old Painted surface including disposal of all scraped material to a distance of 30mtrs (100 ft) as directed by Engineer-In-Charge C.P. & T&P.etc. all complete. {Chapter No.20 Si No. 772(a)} | BI01010001010000000000000515BI0100001112 | 1665 | Sqm |
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| 2 | 2 | Earth work in Excavation in foundation in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of oxcavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter S.I.NO.- 251) PWD Shedule | BI01010001010000000000000515BI0100001113 | 197.19 | Cum |
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| 3 | 3 | Providing and laying cement concrete in 1:4:8 (1 cement :4 fine sand 8 stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter PWD.SCH.-275(a)) | BI01010001010000000000000515BI0100001114 | 399.21 | Cum |
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| 4 | 4 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in and an overall rates) brought for proper completion of the work and including supply of steel, its wastage bend hooks and authorized over lapping shall be measured up to floor two level. \n(b) 10mm to 12mm tor.\n(Chapter No. 10 S.I. No. 504(B)) | BI01010001010000000000000515BI0100001115 | 197.64 | Qtl |
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| 5 | 5 | R.c.c work with cement approved coarse sand and 2cm (3/4) gauge approved stone ballast in the proportion 1:2:4 in R.cc Slab supply of reinforcement and its bending butinculding its fixing and binding the same with 24 bwgi binding wire and including necessary oentering and shuttering etc. And also including supply of all materials labor and tools and plants etc. Required for proper completion of the work. Strength of the concrete shall not be less than M-150. (5-Chapter S.I. No.-284) PWD Sheduled | BI01010001010000000000000515BI0100001116 | 133.2 | Cum |
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| 6 | 6 | Providing and laying in postion machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement conrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retarder for setting of concrete/improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.\n(i) upto plinth level (Chapter-5-Si. No. 19New)(iii) | BI01010001010000000000000515BI0100001117 | 675.63 | Cum |
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| 7 | 7 | Providing and laying of Shaped precast Interlocking tiles of thickness 100mm thick (Rubber Molded (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mmn thick loacal sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT. (Chapter No.20 Si.No.15) | BI01010001010000000000000515BI0100001118 | 666 | Sqm |
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| 8 | 8 | Cartage of Malva including up to 8km. distance loading & unloading etc. all Complete. (None Scheduled) | BI01010001010000000000000515BI0100001119 | 66 | Cum |
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| 9 | 9 | Total(A) | BI01010001010000000000000515BI0100001120 | 1 | Rs |
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| 10 | 10 | Add 12% G.S.T. | BI01010001010000000000000515BI0100001121 | 1 | Rs |
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| 11 | 11 | Total(C) | BI01010001010000000000000515BI0100001122 | 1 | Rs |
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| 12 | 12 | Add amount for Estimate Figure match | BI01010001010000000000000515BI0100001123 | 1 | Rs |
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| 13 | 13 | Say Amount | BI01010001010000000000000515BI0100001124 | 1 | Rs |
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