Reconstruction work using premix carpet on the road from Nagla Lalpur Motor Road to Inderpur (Ambedkar Colony) in Kichha constituency Udham Singh Nagar, under Honble Chief Ministers Announcement No. 101-2026.

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 as per Technical Specification Clause 301.5 etc complete as per instruction by engineer-in-charge.

Earth work in excavation for structures asper drawing and technical specifications Clause305. 1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto alead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth etc complete as per instruction by engineer-in-charge Ordinary soil Upto 3 m depth

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. For Grading I Material

WBM Grading 2 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 Mechanical Means

WBM 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 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 )

Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres)

Chapter 3 - Bituminous Work Tack coat using VG-10 grade bitumen Over dry and hungry bituminous surfaces @0.40 kg/sqm

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, layingand rollingof open-gradedpremix carpet of 20mm thickness composedof 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, gradeand level to serveas wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with athree whee l80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means Bitumen (VG-30)

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall usingType A, Type B and Type C as perTechnical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

Construction of Subgrade and Earthen Shoulders 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.