Construction and Maintenance of road from L036_Purana Tulail to Dangithal MPM, Stage II, Package No. JK03-290, Length 2.0 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 .) .

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).

Cement Concrete Drain

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 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

Providing and fixing of citizen information boards as per drawing and details of PMGSY fig.3A steel tube firmly fixed to the ground by properly designed foundation with M-15 grade cement concrete 450*450*600mm, 600m below round level as per drawing and technical specification Clause 801 Including all leads, lifts of all materials complete job (finished work to be measured). Clause 1701.

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and midldle plate duly welded with MS flat iron 25mm*25mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm*25mm*5mm. The iron frame of the the lower most plate and flat iron frame of middle plate will be welded with two numbers 75mm*75mm of 12SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm*450mm*60mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm*47mm of 12SWG steel plate tube. All M.S will be stove enameled both sides lettering and printing arrows, border ete will be painted with ready mixed synthentic enamel paint of supperior quality in a required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing clause 1701 and annexure 1700.1. Including loading unloading, haulage ete complete job.

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.

Rafiq Construction

WASIM AKBAR DAR