Renovation of Canal Service Road of Nagawa Dy

Amount

Providing, Laying, Spreading and compacting stone aggregates of specific sizes (45-63 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 Tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-2 as per MORD specification clause 405

Providing, Laying, Spreading and compacting stone aggregates of specific sizes (22.4-53 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel / vibratory roller 8-10 Tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-3 as per MORD specification clause 405

Providing and applying Primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 Kg per sqm using mechanical means as per MORD specification clause 502

Providing and applying Tack coat with bitumen using pressure distributor at the rate of 0.30 Kg per sqm on the prepared non-bituminous surface cleaned with hydraulic broom as per MORD specification clause 503

Providing, Laying and Rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm & 11.2 mm dalla grit in proportion of 2:1 either using viscosity grade bitumen @ 1.46 Kg per sqm 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 smooth wheeled roller 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat Type-C as per Technical specification Clause 508/ 5.9(i)

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

Brick edging on both sides of road with First class brick 8 cm wide and 12 cm deep laid with mud mortar including all material, labour, T&P etc complete.

Earth work in canal with manual compaction and dressing with all lead lift in all type of soil including cost of all material, labour, T&P etc complete.

ARUN KUMAR PANDEY

M/S POOJA ENTERPRISES