Construction of Service Road from Km. 0.000 to 0.400 and Km. 1.600 to 4.000 (Total Lenth Lm. 2.800) on Alahdadpur Minor in Distt. Aligarh

Amount

Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including settig out, construction of shoring and bracing, removal of stumps and others deleterious material and disposal upto lead 50m, dressing of sides and bottom and backfilling intrenches with excavated sutiable material for widing of road.

Clearing and gubbing road including uprooting wild vegetation, grass bushes, shrubs, sapings and trees of grith upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material to be

Counstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, trasporting to site, spreading, grading to required slope and compaction to meet requiement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of granular sub base by providing well grade material spreading in uniform layers with mortor grade on preparedsurface mixing by mix in place method with rotavator at OMC and compaction with smooth wheel roller to achieve the desired density. complete as per technical specification clause 401. (GSB)

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 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screining to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification clause 405. (G-2)

Provinding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including including including spreading in unifrom thickness, hand packing, rolling with three wheel 80-100 kn static roller in stages to proper grade and camber, applying and brooming, crushable screeinibng to fill- up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (G-3)

Brick on edging on both side of the road of M-150 brick 8.0 cm (3") wide and 12 cm (41/2") deep laid laid with mud mortor including all labour and supply of brick finished to required template and ramming the exavated earth as per directed by the Engineer-in-charge. PWD SI No-765

Providing, and applying Prime coat with Bitumen emulsion (SS-1) using emulsion distributor at the rate of 0.70 to 1.0 kg per sqm on the prepared granular surfaces trated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 502. (prime Coat)

Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces trated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. (Tack Coat)

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 suitable plant, laying and rolling with a three wheel 80-100 kn static roller capacity, finished to required level and grades to be3 followed by seal coat of

seal coat 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 (case-lll: Type C) (Seal Coat)

M/s Kapil Kumar Sharma

M/S HARENDRA SINGH

VEERESH KUMAR

M/S UNITE ENTERPRISES

M/S MANOJ TRADERS