In the financial year 2023-24, under the project of capacity enhancement (2.5 cusec to 10.0 cusec) of Amarour pump canal established in development block Dakor in district Jalaun, construction work of 1.0 km new service road on top of pump canal.

Amount

Construction of embankment with approved material obtained from local 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

Laying and spreading soil on a prepared surface, pulverising, mixing the spred soil in place with rotavator with 2% slaked lime having minimum 50% of contents of CaO., Grading with motor grader and copacting with the smooth wheeled road roller at OMC to achieve atleast 98% of the max dry density from a layer of sub-base asd per Ttechnical specification Clause 403.

Construction of granular sub-base by providing coarse 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, complete as per clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-II 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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam grade-III 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.

Providing and applying primer coat with bitumen Emulsion S.S.-2 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using bitumin pressure distributor at the rate of 0.35 kg per sqm on the prepared granular or primed surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 base, including mixing in a sutable 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 either type A or Type B or Type C as per Technical Sepecification Clause 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 510

Brick edging on both sides of the road of first class brick 8 cm (3") wide and 12 cm 4.5" deep (S.O.R. sr no 765 ch 26)

Supply & fixing Km. Stone/HM Stone/sign Board

AK ENTERPRISES

M/s SHRI MAHIPAL SINGH