Construction of link road Karpan Ismailganj marg par Kothawa se Allipur marg tak (L-2.10km,W-3.00m)

Earth work in cutting or inbankment in ordianry soil with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per Technical Speciation clause 301.3.4.1 with all lifts and leads, spreeding, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5

Construction of Grangular Sub-base by providing well graded material, Mixing in a uniform layers with motor grader on prepared surface mixing by mixeer in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401 A

Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 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 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 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 (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0kg/sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with Bitumen VG-10 BULK using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open graded mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or imulsion to required line, grade and level to serve as wearing course on apreviously prepared base , including mixing in a suitable plant, laying and rolling with a three wheeled 80-100 KN static roller 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 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 with M-150 bricks 8 cm wide and 11.5 cm deep laid with mud mortar including cost of bricks all labour finished to be required template and in proper alignment T&P and also including dressing and ramming the excavated earth as per direction of Engineer in Charge. (SINo. 765)

Supply & laying of 300mm dia N.P.-3 class Hume pipes in position and proper alignment including supply of all materias, labour and T&P etc. required for proper completion of work.(N.S)