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| 1 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between 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 upto a distance of 30 M. from the foundation trenches. (where machine can not move ) Chapter-4 SI No. 251. But Excluding GST |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment 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 Specificatin Clause 401.(For Grading I Material). But Excluding GST |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 2) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 (By Mechanical Means\"). But Excluding GST |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 3) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(By Mechanical Means\"). But Excluding GST |
| 5 | M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. SORitem no 773. Excluding GST |
| 6 | Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. But Excluding GST |
| 7 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. But Excluding GST |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 ( By Manual Means). But Excluding GST |
| 9 | Providing and laying seal coat by manual means with VG-10 sealing the voids in a Bituminous surface laid to the specified levels, grade and cross fall using Type \"C\" as per Technical Specification Clause 510 ( By Manual Means). But Excluding GST |
| 10 | Supply & Laying, Fixing of of 350 mm dia NP-3 Hume Pipes including excavation, labour & T&P etc. But Excluding GST |
| 11 | Construction of Patri on both side of the road withCarted Earth Cartage of Earth 5.00 Km with all lift and lead, transporting to site, spreding grading to required slope and compacting as per SOR SI No 253 & 261 (C). complete in all respects Excluding GST. |
