CONSTRUCTION OF PUCCA ROAD FROM K.M. 11.700 TO KM 16.000 (4.300 KM) OF KARMAINI-BELAULI BUND SITUATED ON RIGHT BANK OF RIVER RAPTI IN TEHSIL MEHDAWAL DISTT- SANTKABIRNAGAR

Amount

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 smooth wheel roller to achieve the desired density, complete as per clause 401.

Providing, laying, spreading and compacting stone aggerates of spefic size to WBM G-2 specifiction including spreading in uniform thickness hand packing rolling with three wheel 80-100 kn static roller in stage of proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate watering and compacting to required density Grading 2 as per Technical specification clause 405

Providing, laying, WBM Grade-3 with 22.4-53mm size Stone Ballast, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled static roller and fill up the interstices of coarse aggregate, watering and compacting to the required dencity G-3 as per TSC 405.3

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means. as per Techinical specfication Clause 502

Providing and applying tack coat with emulsion/ bitumen (VG-10) using emulsion/bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503

Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 wheeled roller 8-10 tonne capacity, finished to required level and grades. to be followed by seal coat of type C as per technical specification clause 508.

Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 road with Class-M150 bricks laid on edge with mud mortor including supply of bricks, labour, T&P and all taxes etc complete for proper completion of the work as per specification and direction of E/I.

Earth work in patri including all cost of material labour , T&P etc , complete the work.

M/s VIJENDRA PRATAP SINGH

A K ENGINEERING WORKS