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| 1 | 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 Technical Specification Clause 401. |
| 2 | Providing & laying spreading and compacting stone aggregates of 22.4-53 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with three wheel 80-100 kn static roller in stages to proper grade & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. |
| 3 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete, thickness as per design, over a preapared subbase, with 43 grade cement or only other type as per clause 1500.M.25 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixture of not less than 0.2 cum capacity and appropriate weight bactcher 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 leveling 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, admixtyres as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specifiaction Clause 1500 |
| 4 | Construction of with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement as per si no cartage soil |
| 5 | E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 100 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 |
| 6 | Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded brick ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 275 |
| 7 | First Class Brick work in 1:4 (cement and coarse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305b |
| 8 | Providing and Laying Plain/reinforced cement concrete 1:1.5:3 ( l cement : 1.5 coarse sand : 3 graded stone ballast 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork for slab as per si no 284 |
| 9 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply as per si no 504 |
| 10 | Pointing with cement mortar (1:2) on brickwork as per drawing and technical specification as per PWD SI No 574 |
| 11 | Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement si no 253 |
| 12 | SIGN BOARD Please Enable Macros to View BoQ information |
