Construction and Maintenance of Road from L070-NHW To Sarbal (Stage 2nd) Package No JK13-121Length 0.75 Kms PMGSY Div 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 .) .

Earthen Shoulders/Khak Bajri :- Construction of subgrade and earthen shoulders with material got 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 all leads,lifts and carriages from source to site of work complete etc as per technical specifications clause 303.1.

Part-B 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 sides and bottom and backfilling in trenches with excavated suitable material in all type of soil upto 3m depth. )including all leads, lifts,etc (Finished work to be measured, complete)

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,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Providing conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5)Nominal mix.including cost of form-work & 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 .) .

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing concrete for plain 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 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 .)

Road Furniture

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board ) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Reinforced cement concrete M15 grade kilometre 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,

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,

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.