National Highways Authority Of India Tender

RCC Grade in Column M35: Providing and Placing in position Reinforced cement concrete in foundations complete in all respects (reincforcement to be paid separately) within all leads and lifts as per drawings and Technical Specification of MoRTH section 1500 &1600 1700 and as per directions of Engineer-in-charge

Supplying, fitting and placing HYSD bar reinforcement in sub/super structure complete in all respects within all leads and lifts as per drawings and technical specifications of MoRTH section 1600 and as per directions of Engineer-in-charge

Steel Foot over Bridge (FOB): Supplying, Fabrication, Transportation, Erection, commissioning of Steel FOB complete in all respects including cutting, welding/riveting, hoisting, fixing in position loading/unloading, etc. including applying priming coat with metal primer on steel or iron work including preparation of surface and there upon applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade complete in all respect within all leads and lifts as per approved design and drawings and technical specifications of MoRT&H section 1900 and as per directons of Engineer-in-charge.

Providing and fixing Informatory sign board 800x600 mm rectangular as per IRC 67- 2012 ( ramp Entrance to Subway/over Bridge & fig no. 19.04 and 20m before FOB) with high intensity Microprismatic grade retro reflective sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium 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 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x 0.45x 0.60m for vertical post complete as per clause 801 of MORT&H specifications and directions of engineer in charge including all leads and lifts. 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 conforming to clause 6.7 of IRC 67-2012 .

Repair of existing Steel Foot over Bridge (FOB): Supplying, Fabrication, Transportation, Erection, commissioning of Steel FOB complete in all respects including cutting, welding/riveting, hoisting, fixing in position loading/unloading, etc. including applying priming coat with metal primer on steel or iron work including preparation of surface and there upon applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade complete in all respect within all leads and lifts as per approved design and drawings and technical specifications of MoRT&H section 1900 and as per directons of Engineer-in-charge.

Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m2

Construction of Embankment (subgrade 500mm) 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 specifications & as per directions of Engineer-in-charge

Granular Sub-Base (Table 400-1) Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, 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 and complete in all respect and as per direction of engineer in charge

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications and complete in all respect and as per direction of engineer in charge

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

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications

Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications

Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications

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.

Cast in Situ Concrete Crash Barrier including Excavation, PCC, Casting, HYSD & Dowel Bar, Providing & Fixing of FMM and Painting as per approved drawing: (i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications. (ii) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. (PCC M15). (iii) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications (RCC M35). (iv) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement Fe-550d in Foundation complete as per Drawing and Technical Specifications MORT&H clause 1600. (v) Providing and applying 2 coats of water based cement paint with primer to un plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @1 litre per 2 sqm. (vi) and also including Providing & Fixing of Flexible Median Markers (on the top surface of every meter of RCC Crash Barrier) as per IRC 79:2019 which shall be made of combination of tough, high impact resistant moulded thermoplastic body along with florescent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012. The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government/NABL Lab for rebound ability and tensile test as per IRC 79 :2019. The work shall be executed as per relevant specifications and codes complete in all respects and as per direction of engineer -in-charge.

Retro Reflective Printed Sign Board Facia with 10 year warranty Design, manufacturing and assembly of retro reflective sign face (measured in Sq. or rectangular shape) made from micro prismatic Type XI sheeting as per ASTM D-4956-09 pasted on 4mm thick ACP/ ACM. Special Inks used for printing letters/ legends/ directions/ theme shall be certified for low volatile organic compound emission & shall be water based ink (non solvent & non eco solvent ink) with durability of 10 years atleast. The reflective sheeting signage facia shall be covered with ultra voilet overlaminate transparent film. The signage facia shall be warranted for 10 years as per IRC 67 and shall be supplied with government test report of 3 year outdoor weathering test conducted in India condition on base reflective sheeting as per IRC 67-2012.

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Providing, fitting and fixing mild steel railing complete as per drawing and as per latest MoRTH Specification clause 2703.2 & 1900 and as per IRC:103-2012 and as per directions of Engineer-in-charge. (i) Tubular Steel Railing of height 1.5 m high (weight - 42 kg per meter) (ii) Providing, fixing and erecting of painted steel pipe railing as per approved drawing and as per MORT&H section 800. (iii) Providing and applying two coats of epoxy primer on steel surface after through cleaning of surface. (iv) Providing and applying two coats of ready mix Synthetic Enamel Paint of approved brand on steel surface after thorough cleaning of surface to give an event shade.

Conducting 3rd Party tests of existing FOBs from a recognized institute conforming to IRC/MoRT&H guidelines/specifications from the reputed institute as per directions of Engineer-in-charge/Authority - All tests to be conducted as per IRC:SP:51-2014 at 55 nos. of FOBs from km. 96 to km 272 section of Panipat-Khanna section of NH-44.

Total Estimated Cost

Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.

I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.

Bid price in Rs.