Renewal coat Macadamisation and maintenance of road from Ahamsharief to Bhutoo Package No. JK03_24 Length 7.0 Kms PMGSY Division Bandipora.

Amount

Pavement

Scarfying the existing Bituminious:- Scarifying road surface upto required depth and disposal of scarified material with a required lead and lifts as per technical specificaion clause 301.4 including carriage of all materials with all leads,lifts,Loading, Unloading and octori (Finished work to be measured)

Tack Coat: Providing and applying tack coat with bitumen emulsion (SS-1 ) using emulsion distributar @ 0.20 to 0.25 kg/sqm on the prepared bituminious cleaned with hydraulic broom as per technical specification clause 503.(Finished work to be measured, complete).

25mm thick Semidense: -Providing, laying and rolling of 25mm thick Semidense thickness compacted thickness with bitumen of grade VG-10 , as per Technical Specification including cost and carriage of all materials from approved source to site of work with all leads, lifts, loading unloading, and octroi charges etc complete (finished work to be measured complete).

Seal Coat: - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type C bitumen (S-90) as per Technical specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Crate Protection Bund

Earth Work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing and removal of stumps and other deleterious material disposal as directed by Er. Incharge ,dressing of side ,bottom and backfillingf in trenches with excavated suitable material, ordinary soil.

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), incl.carriage of material (available at site)from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.

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.

ultratech engineering co