Reconstruction of the road from Khajuria Khurd to Pipalia Vijayanagar.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Including all T&P, Labour, Material, Royalty Tax but excluding GST

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Including all T&P, Labour, Material, Royalty Tax but excluding GST

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, 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 Manual Means) Including all T&P, Labour, Material, Royalty Tax but excluding GST

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, 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 Manual Means) Including all T&P, Labour, Material, Royalty Tax but excluding GST

Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge Including all T&P, Labour, Material, Royalty Tax but excluding GST

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. Including all T&P, Labour, Material, Royalty Tax but excluding GST

Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. Including all T&P, Labour, Material, Royalty Tax but excluding GST

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) Including all T&P, Labour, Material, Royalty Tax but excluding GST

Providing and laying Type "C" seal coat by manual means with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 ( By Manual Means) Including all T&P, Labour, Material, Royalty Tax but excluding GST

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Including all T&P, Labour, Material, Royalty Tax but excluding GST