Under special repair of the Saidpur Chiraiyakot in Ghazipur district may have asked that starting from kilometer1, via Karampur National Stadium to Khanpur Bazaar, the place of Chhatigrast culvert at kilometer 12 of ODR should be converted after 2x2

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. As per DSR 2023 SI No. 15.7.3

Construction of embankment with approved material obtained from borrow pits with 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)

Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with Approved Material. Specification N. 304 (S.N. 12.01i) (Ordinary Soil)

Construction of granular sub-base by providing close 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 vibratory rollar to achieve the desired density , complete as per clause 401

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. SI. No. - 12.04

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08

Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. SI. No. 13.08

Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4

Construction of embankment with approved material obtained from borrow pits with 1 km. lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3-wheeled steel/vibratory roller in stages to proper grade and camber applying and brooming requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2. MoRT& H 404

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3-wheeled steel/vibratory roller in stages to proper grade and camber applying and brooming requsite type of screening /binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3. MoRT& H 404

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm and 5.6 mm aggregates using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less then 200 tonne per hour laying and rolling with a smooth wheeled roller finished to required level and grades

Providing and laying seal coat sealing the voids in a Bituminous surface laid to the specified level grade and cross fall

Construction of sub-grade and earthen shoulders with approved material obtained from R.O.W. with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2

Providing & fixing Km. , Hectometere, Sign Board

Providing & laying filter material underneath pitching in slopes complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.05

Stone Boulders pitching in slopes including cost of Labour T&P etc, required proper completion of the work. SOR 15.1

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