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| 1 | Construction of subgrade with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5. including lead up to 1000 meter Cortage 2 Km |
| 2 | 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 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 and camber applying stone screening/ binding materials to fill up the intersticks of coarse aggregate,watering and compacting to the required density grade 2 as per technical specification clause 405. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405. |
| 5 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 6 | Providing and applying tack coat with maxfalt VG-10 using bitumin distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 7 | Providing, laying and rolling of open-graded premix carpeting of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smooth wheeled roller 8-10 tonne capacity,finished to required level and grade as per Technical Specification Clause 508. |
| 8 | Providing and laying seal coat 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 |
| 9 | Brick Edging Both side or road 7.5 cm wide & 11.5 cm deep as per si no 765 |
| 10 | Constrauction of P.C.C Platform of india Marka -II with 1.85 dia i/c Supply of all material labour T&P and construction of .60 x .60 m SiZe foot rest also. |
| 11 | As per Order of Joint Secretary G.O. No. G-1877 Dated 21-02-2025 and Director cum-chief Engineer U.P. RED, Lucknow Latter No 801 Dated 03-03-2025 Deduction 5% for Comptetive Price Effciency Please Enable Macros to View BoQ information |
