Renewal Coat_Macdamization of Road from Venkura to Kammer_Package No. JK03_99 length 8.00 km Width 3.00 m under CNT Head 2026_27 PMGSY Division Baramulla.

Part A:- Initial Rehabilitation

GSB & WBM Grade-II

Construction of Granular Sub-Base/base/surface course with localmaterials (Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408, (Using natural occuring gravel) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification 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 (Manual Means). including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Part B: (Renewal)

Pavement

Prime Coat :- Providing and applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Low Porosity) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Tack coat:- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 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..(Mechanical Means) including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading, unloading, stacking and octori.(Finished work to be measured, complete)