Construction and Maintenance of road from T01 Dewar Tulail Road Kashpot to Refuji 2 MPM, Stage II, Package No. JK03_297, Length 11.00 Kms PMGSY Division Bandipora.

Amount

Pavement

Loosening Levelling and compacting original ground supporting embankment to facilitate placement of 1st lyer of embankment , scarified to Requried Depth,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 nd 300.2 for embankment Construction as per Technical specification Clause 301.4.1(Finished work to be measured, complete )

Granular Sub-Base / base / surface course with local material (table 400.13) by mix in place method normal construction of granular sub-base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at once and compacting with three wheel static 80-100 KN roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. (Using naturally occuring gravel)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 .) .

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 low porosity bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.including providing and applying tac coat with Bit emulsion RS1 using emulsion distributer @ 0.2 to 0.25 Kg/sq mt on the Bituminnious cleaned with hydraulic brooms as per tecnical specifications clause 503.Including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octror etc (Finished work to be measured, complete .) .

Tack coat: providing and applying Bitumen emlusion (RS-1) using emlusion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bitumenous surface cleaned with hydraulic broom as per technical specification Clause 503.

MPM : constuction of 75mm penetration macadam over prepared base by providing a layer of compacted crushed,course aggregate using chips spreader with alternate applications of bituminous binder and key aggregates, using bitumen S(90) grade and rollling with a three wheel 80-100 kn static roller to achieve the desired degree of compaction as per technical specification clause 506.

Open Graded Premix Carpet: Providing, laying (by mech means) and rolling of premix carpet of 20mm comp[osed of 132mm to 5.6mm aggregates using bitumen S-90 by mech means to required line, grade and level to serve as wearing courser on previously prepared base incl mixing in a suitable plant laying& rolling wih a three whell 80-100 KN static roller, finishedn to required level and grade to be folloed by seal coat of Type B as per tech sp. Clause508

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 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 .) .

Earthen Shoulder :- Construction of sub-grade and earthen shoulders with approved material obtained from Barrow pits up to a lead of 1000 mtrs cutting and excavation from drain and foundation of other structures with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with required lead /Lift as per tech. specification clause 303.1.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 .) .

Cement Concrete Drain ( 4000 Rm )

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

Bedding: Type B Ist class bedding on well compacted sand moorum or approved granular material as per clause 1105.II

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6)including cost of form-work & incl. cost and carriage of all materials from approved source to site of work, but excl., cost, fitting & carriage of reinforcement, with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Providing & laying reinforced cement concrete in open foudation as per drawing and technical specifications clause 800, 1205.4 and 1205.5.RCC Grade M-15 including cost of form-works & incl. cost and carriage of all materials from approved source to site of work, but excl., cost, fitting & carriage of reinforcement, with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Providing & laying reinforced cement concrete in openfoundation as per drawing and technical specifications clause 800, 1205.4 and 1205.5.RCC Grade M-20 including cost of form-works & incl. cost and carriage of all materials from approved source to site of work, but excl., cost, fitting & carriage of reinforcement, with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Road Furniture

Providing and fixing of PMGSY informatory sign boards with Logo as per MORD design and specifications. Clause 1701 and Annexure 1700.1

Providing & fixing PMGSY Citizen Information Board.(written in local language)

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

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.

WASIM AKBAR DAR