New Construction work of Nagla Gopal to Balesara road in the FY 2025-26

Construction of Embankment with Material obtained from Borrow pits. (Local Earth) Construction of Embankment with approved Material obtained from Borrow pits with a lift up to 1.5 m, trasporting to site, spreading grading to requred slope and compacting to meat requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 But Excluding GST

Granular Sub-base with coarse Graded Material (Table 400.2) Costruction 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 relavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification Clause 401. But Excluding GST

W B M Grade-2 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2) But Excluding GST

W B M Grade-3 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3) But Excluding GST

Primer Coat :- Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechincal means as per technical specification Clause 502. But Excluding GST

Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.25 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORD Technical Specification Clause 503. But Excluding GST

20 mm thick Open-Graded Premix Carpet using Bitumenous (penetration grade /midified bitumen) Binder Providing, laying and rolling of open-graded premix carpet 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 bas, incluing mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type-C as per Technical Specification Clause 508. But Excluding GST

Seal Coat Type -C Providing, 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. But Excluding GST

Brick edging on both side of the road of M-150 bricks 8cm. (3") wide and 12cm (4½") deep laid with mud mortar including all labour and supply of brick finished to required template & ramming the excavated earth as directed by the Engineer-In-Charge. SOR SI No. 765 But Excluding GST

CEMENT CONCRETE PAVEMENT(C.C ROAD):- 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 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. But Excluding GST