New Construction work of Village Gyoti to Anandpur Road under Dataganj Vidhansabha, District Budaun in FY 2026-27

Construction of Subgrade and earthen shoulders with apporved material obtained from borrow pits with attl ifts and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 as per Tecnical Specification Clause 303.1

Construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained form borrow pit with all lifts upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300.2 as per Tecnical Specification Clause 301.5

Providing laying and spreding material, on a prepared sub grade adding cement (OPC) 2% by weight of the spread material manualy mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressing strength and to from a layer of Sub base, complete as per Technical Specificatin Clause 401.

Providing laying and spreding material, on a prepared sub base cement (OPC) 4% by weight of the spread material manualy mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressing strength and to from a layer of base, complete as per Technical Specificatin Clause 401.

Providing and applying tack coat with Bitumen (VG-10) using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 5.2-503(iii)

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 to 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 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification Clause 5.9-508

Providing and 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 5.12-510.

Excavation for roadway in soil using mechnical means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203