Balance work for Construction and Maintenance of road L115 NHW Bhat Mohalla, Package No JK13-124, Length 1.10 km, Carriage way width 3.0 m, Under PMGSY I, Batch I, Sanction Year 2018-19, Stage I and II, Block - Kangan, PMGSY Division Ganderbal

SITE CLEARANCE

Dismentalling of existing structures like culverts , bridges ,retaining walls,footpaths and other structure comprising of masonry , cement concrete , wood work , steel work , including T&P and scaffolding wherever necessary , sorting the dismantled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Techanical Specifications Clause 202 By Mechanical Means

Cement concrete

Earth Work

a) Excavation in hard soil in Hilly Area Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2,

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical specification clause 307. By mechanical means

Disposal of excavated material upto lead of 5.0km

Pavement

Loosening of the ground upto a level of 300mm below the subgrafde level,watered,graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specifications clause 303.5.2

Granular sub-base: - Granular sub-base course with local materials nallah /quary (Table 400.13)by mix in place method normal, construction of Granular sub-base by providing local material spreading in uniform layers with mortor grader/ manually on prepared surface, mixing by mix in place method with rotavaror at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401,401.4 as per technical specification clause 408 (using naturally occuring gravel) including loading ,unloading, haulages,octori charges and royality complete. (finished work to be measured).

WBM GII: - Providing,laying,spreading and compacting stone aggregates .WBM G-II of Specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with 3 wheel 80-100KNstatic roller in stages to proper grade and camber,applying and brooming,crushable screening to fill -up the interstices of coarse aggregate, watering and compacting to required density Grading-2 as per Technical Specification Clause 405 including cost and carriage of all materials,with all leads,lifts,loading,unloading and octori

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 .Including cost, loading unloading,haulage octroi charges etc complete (finished work to be measured complete). 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. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

50mm thick Bitiminous Macadam (Waste Plastic):-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.

20mm thick OGPC:-Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505.

Seal Coat: - Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type C bitumen (S-90) as per Technical specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Earthen Shoulder: - Construction of shoulders with approved material obtained from earth cutting 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).

Construction of hard shoulder of granular material from approved source transporting to site and spreading including compacting to required slope and compacting to meet the requirements of technical specification clause 407 with all leads and lifts

RCC Pipe CROSSING 500mm dia & 1000mm dia

Earth work : - Earth work 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. including oading,unloading,haulages,octori charges complete

PCC Grade M10 Nominal mix 1:3:6 :-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

PCC M15 in opn foundation:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106... Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

500 mm dia

1000mm dia

Back filling in Foundation Trenches as per drawing and Techanical Specification Clause 1108 (Material available at site)

Protection Work R/B Walls

Earth work : - Earth work 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. including loading,unloading,haulages,octori charges complete

Type B (First Class) Bedding: - Laying of (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

PCC Grade M10 Nominal mix 1:3:6 :-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Polygon rendom Rubble masonry uncoursed brought to course in cement mortar 1:5 with querry stones Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Polygon rendom rubble masonry uncoursed brought to course with querry laid DRY in foundation and plinth Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

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 involved(Finished work to be measured)

Providing weepholes in brick masonary/stone masonary/plain cement concrete wall with 100mm dia AC pipe extending through the full width of the sructure with slope of 1(V): 20(H) towards drawing face complete as per drawing and technical specifications clause 614

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 from available material incl. all leads and lifts

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).

Road Furniture

PMGSY LOGO:-Providing and fixing of typical PMGSY informatory sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the 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 tubes will be painted with primer & two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Drwing No.JK10DA 8 enclosed (Chapter10,10.16)

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 M-15 grade kilometer stones / 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. (Ordinary Kilometer stone: precast) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

200m Stone Reinforced cement concrete M-15 grade KM 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 ordinary 200M stone (precast)

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

Total Construction cost

1st year

2nd Year

3rd Year

4th Year

5th Year

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