Estimate for Naveenikaran of Left Bank Service Road of Mahu Dy. From Km. 3.408 to 4.440, Km 4.460 to 6.110, Km 8.673 to Km 10.000 and Km 15.700 to 17.200 for the Year 2024-25 of EGCCD -4 Bijnor.(Lot-01)

Amount

Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45 mm to water bound macadam specification (WBM Grading-2) 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 2 as per Technical Specification Clause 405 (A) By Mechanical Means

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 Mechanical 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 0.85 Kg/Sqm using mechanical means as per Technical Specification Clause 502. (By Mechanical Means)

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. (By Mechanical Means)

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 mechanical means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification including cost of bitumen, all material, labour etc. required for complete of the work. (Mixing by mixall and Laid by manual Labour).

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 including cost of bitumin, all material, labour and T&P required for completion of work. (Mixing and Laying by manual means).

Brick edging on both sides of the road of first class(M-100 brick edge laid with mud motar i/c labour and supply of bricks finished to the required to the required template and in proper alignment and also i/c dressing and ramming the excaveted earth as directed by the Engineer-in-charge

Earth work in filling in ordinary soil with dressing and manual compaction i/c 1.50m lift and avg. lead up to 600m including all cost of Material, labour, T&P etc. complete.

NEERAJ KUMAR RATHI

M/S BHUMI ENTERPRISES

NAWAB ALI

M/S DISHA

M/S S R CONSTRUCTION

VINEET KUMAR