CHAKULIA (PATHATI MORE)- MAJLISHPUR (VR) ROAD - Chainage from 1.00 Km - 6.00 Km , 7.50 km to 9.00 km and 10.00 km to 13.00 km - Patch Repairing and Maintenance Work (in stretches) under Uttar Dinajpur Division, PWD during the year 2026-27.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 (Reference to MoRT&H's specification 404).

Providing and filling potholes with Bituminous Macadam produced in a Mobile Hot Mix Plant (capacity 6–10 TPH) using approved crushed stone aggregates of specified grading, premixed with bituminous binder at the rate of 3.4% by weight of the total mix. The mix shall be transported to the work site and laid in potholes that have been prepared beforehand by cutting the edges to obtain firm vertical faces and removing all failed, loose, and dusty materials. The prepared surfaces and sides of the potholes shall be treated with tack coat (to be measured and paid separately) before placement of the bituminous mix. The material shall then be properly spread, levelled, and compacted by rolling with an 8–10 tonne smooth-wheeled roller to achieve the specified density and desired compaction, in accordance with relevant specifications and as directed by the Engineer-in-Charge.The rate shall include the cost of supplying and transporting stone aggregates and bitumen, operation of the mobile hot mix plant, hire charges of all machinery and equipment, fuel and lubricants, labour and supervision, quality control, and all incidental works necessary for satisfactory completion of the work, excluding the cost of tack coat. Measurement for payment shall be based on the loose net volume of stone aggregates incorporated in the work. Griading -2 ( For compacted thickness of upto 75 mm)

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen of approved grade 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 tandem or other approved type roller 8-10 tonne capacity, finished to required level and grades (Reference to MORT&H's specification clause 510). Mechanical method using approved grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

On WMM/WBM surface @ 0.85kg /sqm. Using Cationic SS-1

On bituminous surface @ 0.25 kg /sqm Using Cationic RS

On Granular surface treated with primer @ 0.275 kg /sqm. Using Cationic RS