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| 1 | Excavation in foundation in Ordinary Soil (Loam Clay or Sand) Including Lift upto 1.50mtr. And Lead upto 30 mtr and including filling watering and ramming of excavated earth in to the trench or into the space between the building and sites of foundation trunches or into the plinth and removal and disposal of surplus earht edge directed by the Engineer in Charge of 30 mtr from the foundation trunches. as per Sl.No. 251 (Ch-4) |
| 2 | E/W in filling in plinth but cartage of earth distance 4.00 k.m. as per analysis |
| 3 | Cement concrete with 4cm guage approved brick ballast approved fine sand, cement in the proportion of 12:6:1 I/c supply of all material T&P etc. required for proper completion of work. As per Sl.No. 273 Ch-5 |
| 4 | Cement concrete with 2cm guage approved stone grit approved coarse sand, cement in the proportion of 4:2:1 I/c supply of all material T&P etc. required for proper completion of work. As per Sl.No. 279 (a) Ch-5 |
| 5 | 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, compacting as per technical specification clause 401. |
| 6 | R.C.C. work with cement approved coarse sand and 2cm guage approved stone ballast in the proportion of 1:1.5:3 in Lintels of Doors and WIndows Excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary shuttering and centering etc. and also including supply of all material labour and T&P etc. require for proper completion of the work binding wire cost beaing including in the item but for Slabs as per Sl.No. 284 NS Ch-5 |
| 7 | Construction of un-reinforced, 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 screed vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, |
| 8 | Mild Steel or Iron in plain work such as Reinforced Concrete or Reinforcement brick work (when not included in an over all rates) wrought to required shape as necessary including benefit for proper completion of work and including supply of all steel and wastage and overlapping and hooks etc. as per Sl.No. 504 Ch-10 |
| 9 | S/F of informatory sign board i/c all material and labour etc. Please Enable Macros to View BoQ information |
