New Construction of the Sihori Dhiramai route spanning from the Bamba culvert to the LGC track Hazara Canal via the Garhwala route during the 2026-27 financial year.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 But GST Excluding

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 GST Excluding

Construction of Subgrade and Earthen ShouldersConstruction 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. But GST Excluding

Granular Sub-base with well 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 GST Excluding

Providing, Laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base. But GST Excluding

Providing, Laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base Quantity of Cement assumed as 4% of quantity by weight for sub base But GST Excluding

Tack Coat Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on the Primed/Granular surface cleaned with Hydraulic broom as per MORTH Technical Specification Clause 503. But GST Excluding

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 GST Excluding

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 GST Excluding

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 But GST Excluding