Repair of Road Cut made by Public Health Department for laying of Deep Sewer line S.K. Road to Kheri Markanda to Sirsala Kaseral Kanipala (Road ID 8060) District Kurukshetra

Amount

Earth work is excavation by mechanical means ( Hydraulic excacator) / manual means over area ( Exceddubg 30cm in depth, 1.5m in width as well as 10 sqm on plain) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer- In- Charge. (New HSR 4.12.1)

Lossning of the ground upto a level of 500mm below the road crust, watered, gradded and campaction at OMC in layer to meet requirement of table 300-2 for embankment cosntruction as per technical clause 305 of MORT&H Specification. (New HSR 17.5 A)

Construction of embankment with Material obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specification . (New HSR 17.6)

Granular Sub-Base (225mm thick) with Close Graded Material• (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Grading Ill material (HSR 17.14.3)

Water Bound Macadam Grading I with screening Type 'A' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (New HSR 17.22.2)

Water Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification ncluding spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-1 0 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&Hspecifications (New HSR 17.23.2)

Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications (New HSR 17.25)

Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. (New HSR 17.26.2)

Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix p lant 100 • 120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501. 7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) (New HSR 17.27.2)

Providing, laying and rolling of open – graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. (New HSR 17.33.1)

Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR 17.36.3)

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 5x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012 (New HSR 34.19)

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (New HSR 34.26)

vijay kansal contractor

CHAHAL CONSTRUCITON COMPANY