CONSTRUCTION AND MAINTENANCE OF ROAD FROM L026- RARU MUNEY TO ITCHER ZANASKAR, STAGE-II, PHASE-XII, BATCH-I, OF 2018-19, PAKAGE NO- JK06-90, LENGTH-28 KM PMGSY DIVISION KARGIL

Amount

Part A: Pavement 1st

EARTH WORK IN HILL ROADS:- Excavation in hilly areas in soil by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property. as per technical specification Clause 1603.1.Including construction of reference pillars as per requirement. Ordinary Soil

EARTH WORK IN HILL ROADS:- Excavation in Hilly areas in ordinary rock not requiring blasting by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property, as per tchnical specification Clause 1603.1 Soft Rock

EARTH WORK IN HILL ROADS:- Excavation in Hilly areas in hard rock requiring blasting by mechnical means including cutting and trimming of side slopes & disposing of Excavated earth with in a lift upto 1.5m and safe disposal of surplus un serviceable excavated soil as directed by the Engineer incharge without damaging any private/ public property, as per technical specification Clause 1603.1 Hard Rock

Cross Drainage Work

EXCAVATION FOR STRUCTURES:- Earthwork in excavation for structures as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including Dewatering Complete. Dense or hard Soil

EXCAVATION FOR STRUCTURES:- Earthwork in excavation for structures as per drawings and Technical specifications Clauses 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material, including Dewatering Complete. Soft Rock

Providing concrete for Plain/ reinforced cement concrete in foundation/ substructure complete as per drawing & technical specifications. Clause 802, 803, 804, 805,806,807,1202, 1203 &1204 ( ht.up to 5 m) including cost of form work ,loading/ unloading/ haulage of all materials and T&P etc and testing of materials and mix for quality control (including cost of form work) complete job. (PCC Grade M-10)

Part B: Pavement 2nd

Granular sub-base :- Granular sub-base / base / surface course with local nallah/quarry materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(Including all leads lifts).

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. by mechanical means including loading/ unloading and haulage of materials, T&P etc. and testing of materials for quality control. (Complete Job)

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 as per Technical Specification Clause 502.(Low Porosity) (Including all leads lifts).

Bituminous Macadam :- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen binder @ 3.20 % to 3.50 %,of denisity,Viscosity VG grade 10 transported to site 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 all leads lifts).

Providing, laying and rolling of open graded premix carpet 20mm thickness composed of 13.2mm to 5.6mm aggregates using penetration grade bitumen to required time, grade and level to serve as wearing course on previously prepared bed, including mixing in a suitable plant, laying and rolling with a three wheel 80-100KV static roller capacity, finished to required grade and camber as per technical specification clause 508. By mechanical means. Bitumen (S-90).

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 Mechanical Means Type B Bitumen Viscosity VG grade 10 (Including all leads lifts).

Construction of Subgrade Earthen shoulder with approved material obtained from Borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with all sorts of leads and lifts as per TS Clause 303.1

Part E: Road Furniture

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS Plate of 1.6mm thick. Top and middle plate duly welded with MS flat iron 25mm X 5m size on back edges. The lower plates duly 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 2Nos. 75mm x 75m of SWG sheet tubes post duly embedded in cement conc. M-15 grade blocks 450mm x450mm x 600mm, 600mm below ground level as per clause 1701 and annexure 1700.1

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per 1RC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801.

Providing and erecting direction and place identification rectro-reflectorised sign as per IRC-67 made of encapsulated lense type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel single angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawing and Technical specification clause 1701

Reinforced cement concrete M15 grade kilometer/ 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

i) 5th Km stone (precast)

ii) Ordinary Km stone(Pre cast)

iii) 200Mtr ( precast stone mile)

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.