Special repair work on the Kath-Seohara (Akbarpur) to Garhi Salempur road

Excavation in soil with dozer with lead upto 100 m/ excavation for rodayway in soil by mechganical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross -secitons.

Constrtuction of Subgrade and Earthen Shoulders/Construction 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 eet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1( local earth/ without quartage)

Water Bound Macadam with Crushable ScreeningW(2) WBM Grading 2/ Providing laying. Spearding and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three whell 80-100kN static roller in stages to proper grade and camber, applying and booming, crushable screening to filling up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per €Technical Specification Cluase 405.1/(A) by Manual Means

Water Bound Macadam with crushable screenings/(3) WBM Grading 3/ Providing, laying, spreading and compacting stone aggregate of spefici sizes to water bound macadam 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 requried density Grading 3 as per technical specification clause 405./(A) By Manual Means

Granular sub-base with Well Graded Material (table 400.1)/(a) by mix in place method/ construction of granular sub- base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface, mising by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to acheve the desired density, complete as per technical specification clause 401.1(i) for Grading I material

Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.30 kg. per Sqm on the prepaired dry and hungry bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open graded P.C. of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared base i/c mixing in a suitable plant, laying and rolling with a three wheeld 80-100 kN static roller capacity, finished to required level and gredes to be followed by seal coat as per Technical Specification 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

Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side frame work (steel channel,strips primer near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202