Construction and Maintenance of road from Manzmooh to Bakerwalcheck (Balance Work) JK01212 Stage II Phase VIII (PMGSY Division Kulgam)

Amount

Part A: Pavement

Granular Sub Base with well graded material:Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.for Grading 1 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)

Wet Mix Macadam:-Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.(By mechanical means with 1.00Km Lead) 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 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.(Low Porosity).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)

Tack Coat :-Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.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)

Bituminious Macadam:-Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m 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)

20 mm thick OGPC:-Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical 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)

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 A, Type B and Type C as per Technical Specification Clause 510.By mechanical means TypeB.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:-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 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 B: Cement Concrete 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.

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-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading,Shuttering 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,Shuttering 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-20 in foundation 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,Shuttering and octori.(Finished work to be measured, complete)

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(R.C.C Grade M-25 Nominal mix 1:1.5:3) for slabs over drains including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading,Shuttering and octori.(Finished work to be measured, complete)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading,Shuttering and octori.(Finished work to be measured, complete)

AMC for 1st Year

AMC for 2nd Year

AMC for 3rd Year

AMC for 4th Year

AMC for 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.

SABEEL AHMAD MAGRAY