Renovation of Service road of Nehtaur Canal from Km. 0.000 to Km. 4.625 in Financial Year 2020-21 of sub division second of EGCC Div-6 Najibabad in Distt. Bijnor

Amount

Cleaning thick bushes and thorny Jungle without uprooting including labour all T&P etc complete.

Uprooting Jhunds including backfilling including labour all T&P etc complete.

Earth work in back filling for making of proper channel section in all type of soil dressing manual compaction including 1.50 m lift and 600m m lead of earth , labour and T&P etc. all complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to water bound macadam specification (WBM Grading-3) 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 required density Grading-3 as per Technical Specification Clause 405. (By Machinary Means).

Providing and applying primer coat of Low Porosity with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.60 Kg/Sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. including cost of bitumen, all material, labour etc. required for complete of the work.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 506 including cost of bitumen, all material, labour etc. required for complete of the work.

Providing and laying seal coat by manual means with VG-10 sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 508 (By Manual Means). including cost of bitumin, all material, labour and T&P required for completion of work.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 and also including all labour ,T&P etc complete.

VINEET KUMAR