New Construction work of Shahjahanpur to Pusar Road (Part II) in Baghpat district in the financial year 2025-26.

Construciton of subgrade and earthen shouldres with approved material obtained from borrow pits with all lifts and leads, tranporting to site, spreading, grading to required slpoe and compacted meet requirement of table 300.2 with lead upto 100m as per Technical specification clause 303.1. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade -2 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 bromming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grade 2 as per Technical Specification Clause 405. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Water Bound Macadam Grading - 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 smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405 3B Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 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, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

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 0.60 kg/sqm using mechanical means. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (502-I). Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. Technical Specificaton Clasue (SI.NO. 503 II). Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 Bitumen 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 three wheele 80-100 kn static roller capacity, finished to required level and grades to be followed by Type-C seal coat. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per Technical Specification Clause. 508. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Providing and laying Type-C seal coat with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. Including supply of all Material, Labour, T&P etc also including VAT, labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. as per technical specification clause 510. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.

Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. SOR Chapter-4 SI.No-4. Including supply of all Material Labour, T&P etc also including labour cess, royalty and all other applicable Taxes (But excluding GST) required for proper completion of work as per direction of Engineer-in-charge.