Construction and Maintenance of road from Neeru to Sikander MPM, Stage II, Phase VIII, Package No. JK03_130, Length 6.70 Kms, PMGSY Division Bandipora.

Amount

Pavement

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 laying tack coat with Bitumen (RS-1) using emulsion distributor @ 0.20 to 0.25 Kg per Sqm on the prepared Grfanular Surfaces treated with primer and cleaned with Hydraulic broom as per tech sp. Clause 503. incl cost and carriage of all materials from approved source to site of work withh all leads, lifts, loading unloading and octori.

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 .) .

Berm Filling/ Shoulder: - Berm filling material of approved quality obtained from Barrow pits including, spreading, grading to slopes and compacting to meet the requirement of table 300.10 and 300.20 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Cement Concrete Drain

Earth Work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing and removal of stumps and other deleterious material disposal as directed by Er. Incharge ,dressing of side ,bottom and backfillingf in trenches with excavated suitable material, ordinary soil.

Bedding: - Type B ist class bedding on well compacted sand moorum or approved granular material as per drawing and technical specification Clause 802,803,1202 and1203. Including loading, unloading, haulage octroi charges etc complete.

Providing Concrete for plain concrete in Open Foundation including dewatering complete as per drawing and technical specification Clause 802,803,1202 and 1203 Including loading, unloading, haulage royalty,octroi charges, from work etc complete. P.C.C Grade M-10 (1:3:6) Nominal mix (finished work to be measured).

Providing Concrete for plainconcrete in Open Foundation including dewatering complete as per drawing and technical specification Clause 800,1205.4 and1205.5 Including loading, unloading, haulage royalty,octroi charges, from work etc complete. P.C.C Grade M-15 (1:2.5:5) Nominal mix (finished work to be measured).

Providing Concrete for plainconcrete in Open Foundation including dewatering complete as per drawing and technical specification Clause 800,1205.4 and1205.5 Including loading, unloading, haulage royalty,octroi charges, from work etc complete. R.C.C Grade M-20 (1:2:4) Nominal mix (finished work to be measured).

R/B Walls

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.

P/L of Granular material in the excavated trench for abutments / wing walls & behind abutments / wing walls as per drawing & technical specification Clause 1204.3.8

Providing Plain cement concrete Grade M-10 (nominal mix 1:3:6) in open foundations complete as per drawings & technical specification Clause 802,803,1202 & 1203.

Polygonal / random Rubble masonary uncoursed brought to course in cement mortar 1:6 with quarry stones in foundation and plinth incl. cost of bond stones and levelling up at specified levels with M-5 grade.

Polygonal / random Rubble masonary uncoursed brought to course with quarry laid DRY in Foundation and Plinth incl. Cost of bond Stones.

Providing P.C.C. M 15 coping on top of retaining wall / breast wall.

Backfilling behind R/B Walls as per drawing and technical specifications Clause 1204.3.8

Edge wall/Toe wall

Earth Work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing and removal of stumps and other deleterious material disposal as directed by Er. Incharge ,dressing of side ,bottom and backfillingf in trenches with excavated suitable material, ordinary soil.

Bedding: - Type B ist class bedding on well compacted sand moorum or approved granular material as per drawing and technical specification Clause 802,803,1202 and1203. Including loading, unloading, haulage octroi charges etc complete.

Providing Concrete for plain concrete in Open Foundation including dewatering complete as per drawing and technical specification Clause 802,803,1202 and 1203 Including loading, unloading, haulage royalty,octroi charges, from work etc complete. P.C.C Grade M-10 (1:3:6) Nominal mix (finished work to be measured).

Providing Concrete for plainconcrete in Open Foundation including dewatering complete as per drawing and technical specification Clause 800,1205.4 and1205.5 Including loading, unloading, haulage royalty,octroi charges, from work etc complete. P.C.C Grade M-15 (1:2.5:5) Nominal mix (finished work to be measured).

Back Filling behind wing wall & R/Wall complete as per drawing & technical specification as per Clause 1204.3.8& 1604.5.

Crate Protection work

Earth Work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing and removal of stumps and other deleterious material disposal as directed by Er. Incharge ,dressing of side ,bottom and backfillingf in trenches with excavated suitable material, ordinary soil.

Providing and laying of Boulder Apron laid in wire crate 4mm dia black Annealed wire conforming to IS2830 and IS2823 in 100mm*100mm mesh (woven diagonaly) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 Kgs each as per drawing and technical specification Clause 1301 including cost of crates including all lead & lifts.

Back Filling behind crate wall complete as per technical specification as per Clause 1204.3.8.

Road Furniture

R.C.C KM Stone

Construction of Reference pillars

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.

Provsion for traffic sign boards as per clause 1701.2.3 IRC 67 including carriage

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