Construction and Maintenance of Road from Kollan to BabaporaZiyaratSahabPackage no. JK13-97 ,Stage-II,Length-1.30 Km PMGSY Division Ganderbal

Amount

Pavement:

Granular sub-base/base/surface course with local materials (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 Naturally Occuring gravels) including , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)

Wet Mix Macadam:- Providing, laying, spreading and compacting grade stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechanical (pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub /base course on well prepared sub base and compacting with smooth wheel roller of 80 to 100 kn weight to acheive the desired density including lighting barricading and maintaince of diversion etc as per table 400.11and 400.12 and technical specifications clause 406.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured)

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. incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Bituminous Macadam : Providing and laying bituminous macadam(50mm thick) with hot mix plant using crushed aggregates 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 required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 incl. cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Tack Coat:-Providing and applying Tack Coat with bitumen emulsion(RS-1) using emulsion distributor @0.20-0.25 kg/sqm on the prepared surface cleaned with hydraulic broom as per technical specification clause 503 including Loading,Unloading, Haulages,Octori charges e.t.c. complete

20mm thick OGPC: Providing, laying and rolling of semidence premix carpet of 25 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.(By Mechanical Means)

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 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Earthen Shoulders :- 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 1000m as per technical specifications clause 303.1. incl. cost and carriage with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete) .

PCC Drain

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)} including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ P.C.C. grade M 20, Nominal mix (1:2:4)] including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)

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 S l Road COnstruction

M/S M J ROAD CONSTRUCTION