Renewal coat Macadamisation and maintenance of Pehlipora to Hillan Package No. JK03_59 Length 2.5 Kms PMGSY Division Uri

Amount

Pavement Part

Scarifying the existing bituminous road surface by mechanical means & disposal of scarified material with a lift up to 3m.& lead up to 1000m as per technical specification clause 301 .4 .Including Curves/Passing Places @5%.

WBM G-III: Providing, laying, spreading ,by manual means & compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade & camber, applying & brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting to the required density Grading 3rd as per MORD technical Specification Clause 405, including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete) and including Curves/Passing Places @5%

Providing and laying of Primer Coat, on prepared surface of Granular base including cleaning of road surface @ 0.70 -1 kg/sqm. including cost and carriage of all materials from source to site of work, with all leads, lifts, loading, unloading, stacking and octori. (Finished work to be measured, complete) and including Curves/Passing Places @5%

Tack Coat: Providing and Laying 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 ar per technical specification clause 503. including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)Curves/Passing Places @5%

25mm thick SDBC :- Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90) including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured.

Shoulders :- Development of shoulders using naturally occuring granular material/Khak Bajri including spreading in uniform thickness, rolling with smooth wheel roller 80-100 KN in stages to proper grade, watering and compacting to the required density including cost and carriage of all materials from approved source to site of work with all leads lifts loading and octroi complete job.( finished work to be measured

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S Tech Builders