Const and Maintan of road from Watlarshah Qalander Postoni Mohalla Stage-2nd Phase VI,(Balance Work), Package No. JK13-70, Total Length of Project 3.35 Kms and Balance work length 1.85 Kms 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 & compacting with smooth wheel roller to acheive the desired density complete as per clause 401.4 as per techinical specifications clause 408. (Using naturally occuring),including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori etc(Finished work to be measured,)

WBM Grading 3 : P/L, spreading & compacting stone aggregates of specific sizes to water bound macadam specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 3 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 and octori.(Finished work to be measured, complete)

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)

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.

Bit. Macadam: P/L Bituminous Macadam 50mm thick. with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder VG-10 @ 3.5% minimum, transported to site of work upto required lead , 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 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)

20mm thick OGPC: Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size 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 80-100KN static roller capacity finished to required level and grade to be followed by the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means using bitumen. (S-90)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)

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 B as per Technical Specification Clause 510.specification 1995) by Manual means using bitumen (VG-10) .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 .) .

Berm Filling / Shoulder:- 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 . incl. cost and carriage with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete ) .

Part-B Crate Protection work

Earth work in excavation for structures as per drawings and technical specifications clause 305.1, upto required depth, including setting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock.(Finished work to be measured, complete )

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 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 .)

Part-C PCC Edge wall

Earth work in excavation for structures as per drawings and technical specifications clause 305.1, upto required depth, including setting out, construction of shoring and bracing, removal of stumps and other deterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock.(Finished work to be measured, complete )

Type B 1st. class bedding on well compacted sand, moorum of approved granual material as per clause 1105 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 .)

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 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 .)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Granular Material)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 .)

Part-D Road Furniture

Kilometer Stone Reinforced cement concrete M-15 grade KM stone /local stone of standard design as per IRC -8, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703.Drwing No.JK10DA 12b enclosed

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.