Development of approach Road and Gate at Receiving Station KP Bagh and Danderkhah under UT Capex.

Part A: Macadamization of approach raod to Receiving Station danderkhah by way of G-II WMM , 50mm BM , 25mm SDBC and 6mm seal coat.

Supply and Stacking of Graded stone aggregate at site of range 63-45mm grade -II and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

Supply and Stacking of 13.2mm nominal size screening type A and Laying, spreading, compacting and rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

supply and stacking of moorum /dust and Laying, spreading, compacting and rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as perspecifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Part B: Macadamization of Approach raod to Receiving station KP Bagh by way of G-II WMM , 50mm BM , 25mm SDBC and 6mm seal coat

Supply and Stacking of Graded stone aggregate at site of range 63-45mm grade -II and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

Supply and Stacking of 13.2mm nominal size screening type A and Laying, spreading, compacting and rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

supply and stacking of moorum /dust and Laying, spreading, compacting and rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity (complete), including carriage.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Part C: CONSTRUCTION OF GATE ( MAIN GATE) FOR ( 2 X 10 MVA, 33 KV/11 KV ) RECEIVING STATION DANDERKHAH

Earth work in excavation by manual /mechanical means over areas ( exceeding 30 cm and upto 1.5 mtr. in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and bottom , disposal of surplus excavated material as directed by Engineer-in-charge including all leads, lifts and dewatering if any during execution of all operations of work complete.(All kinds of soil)

Providing and laying hand packed stone soling in foundation, under floors etc. incluidng ramming,compaction, watering, consolidating and all carriages / head load upto site of work (complete).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20/40mm nominal size) using crushed aggregate including all carriages / head load upto site of work (complete).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and fixing MS gates in Structural steel work in built up sections,framed work including cutting,hoisting,fixing in position all complete including welding of sections including 02 no square pillars Including Painting, complete job.

Note: The material utilized/works executed shall be stritctly as per REC Standards with Latest amendments there off.