Repairing of Service Raod from Km. 20.200 to Km. 26.000 of Sumera Dy. in District - Aligarh

Amount

Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting 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 land 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 used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thinkenss as per technical specification clause 201

Construction fo embankment with approved material obrained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compaction to meet requirement 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 specifacatoin clause 401.(GSB)

Providing, laying, spreading and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickeness, 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 aggergate, watering and compaction to the required density Grading 2 as per Technical Specification Clause 405.(G-2)

Providing, laying, spreading and compaction stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickeness, 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 compaction 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 bricks 8.0 cm(3") wide and 12 cm (41/2") deep laid with mud mortor including all labour and supply of brick finished to required template and rammijng 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 prepated granular surfaces treated with primer and cleaned with Hydraulic bromma 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 treated with primer and cleaned with Hydraulic broom as per Techmical specification Clause 503.(Tack Coat)

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a preciously 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 be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (20mm PC)

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-III:Type C) (Seal Coat)

M/S UNITE ENTERPRISES

M/S FAROOQ KHAN

Santosh Kumar Sharma

M/S HARENDRA SINGH

rupendra kumar bhardwaj