National Highways Authority Of India Tender

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position -Tees, Angles & Channels including all leads and lifts as per MoRTH Technical Specifications clause 809 and as directed by Engineer-in-charge.

Providing and Installing Nut and Bolts (20 mm diameter and 40 mm length) & washer including all leads and lifts as per MoRTH Technical Specifications clause 809 and as directed by Engineer-in-charge.

Providing and applying Prime coat with metal primer on new steel or iron work including preparation of surface including all leads and lifts as per MoRTH Technical Specifications clause 1906 and as directed by Engineer-in-charge.

Providing and Painting two coats excluding priming coat with ready mixed paint for metallic surface in all shades on steel or iron work including all leads and lifts as per MoRTH Technical Specifications clause 1906 and as directed by Engineer-in-charge.

Cautionary sign board triangular in shape of size 900x900x900mm, as per IRC 67-2012 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 aluminum skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200mm 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 of grade M-25 of size 0.45 x 0.45 x 0.75m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting @ a certified copy of test reports fom an independent test laboratory conforming to clause 6.7 of IRC 67-2012 - using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

Hazard Marker sign board rectangular in shape of size 300x900 mm as per IRC 67-2012 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 aluminum skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200mm 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 of grade M-25 of size 0.45 x 0.45 x 0.75 m for vertical post complete as per clause 801 of MoRTH specifications. - using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

Supply and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D 4280. The raised pavement marker shall also meet all the testing conditions of ASTM D 4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280.The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D 4280.Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D 788.

Road marking with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads Type 1 as per clause 803.4.2.1 of MoRTH specification @ 250 gram per sqm area as per IRC: 35 1997 complete as per MoRTH Technical Specifications clause 803 and as directed by Engineer-in-charge.

Earth work in excavation in foundations , trenches, etc in all kinds of soil where Pick - Jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches,stacking the excavated soil clear from the edges of excavation and subsequent filling in minimum 15 cm layers with compaction including disposal of all surplus soil as directed within all leads and lifts as per MoRTH Technical Specifications clause 301 and as directed by Engineer-in-charge.

Providing and fixing Microprocessor based solar based beacons (solar blinkers) system along with MS molded with Powder coated size : 300mm Traffic signal , along with super bright amber LED Lamp,Solar operating system complete (Day and Night operated) with 75mm OD 4.0mtr Long MS Pole with two coats of golden yellow symthatic oil paint as directed by Engineer-in-charge.

Mandatory sign board triangular in shape of size 900x900x900mm as per IRC 67-2012 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 aluminum skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminum 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 grade M-25 of size 0.45 x 0.45 x 0.75m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting @ a certified copy of test reports fom an independent test laboratory conforming to clause 6.7 of IRC 67-2012. - using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

Informatory Sign board rectangular in shape of size 800x600mm as per IRC 67-2012 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 aluminum skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200mm 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 of garde M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MoRTH specifications using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting @ a certified copy of test reports fom an independent test laboratory conforming to clause 6.7 of IRC 67-2012.

Informatory Sign board rectangular in shape of size 900x600mm as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4 mm thick aluminium composite material (ACM) sheeting having aluminum skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2 mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete of grade M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MoRTH specifications using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting @ a certified copy of test reports fom an independent test laboratory conforming to clause 6.7 of IRC 67-2012.

Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specifications. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white color shall be pasted on both sides.The structure shall have height not less than 800 mm above the ground,width not less than 100mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal - proof and minimum visibility of 300 m as per MoRTH technical specifications clause no: 806 and as directed by Engineer-in-charge.

Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam railshould be minimum 70 cm above road level fixed on channel vertical post 150x75x5mm spaced 2 metre centre to centre 1.8 mtr high, 1.1mtr below ground level, all steel parts and fitments to be galvanized by hot dip process,all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm, 330 mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause of IRC : 119-2015 and as per MoRTH Technical specifcations clause no 811 and as directed by Engineer-in-charge.

Providing and Installation of Steel work for view cutter fixed independently without connecting plates including cutting, hoisting and fixing in position -Flats within all leads and lifts as per MoRTH Technical Specifications clause 1900 and as directed by Engineer-in-charge.

Providing and Installation of Steel work for view cutter fixed independently without connecting plates including cutting hoisting and fixing in position -Tees,agles and channels within all leads and lifts as per MoRTH Technical Specifications clause 1900 and as directed by Engineer-in-charge.

Providing and installing Bolts and Nuts of all sizes and length required as per MoRTH Technical specifications within all leads and lifts as per MoRTH Technical Specifications clause 1900 and as directed by Engineer-in-charge.

Reinforced cement concrete of grade M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement,centring and shuttering in foundation and plinth within all leads and lifts as per MoRTH Technical Specifications clause no 1700, 1900 and 2100 as directed by Engineer-in-charge.

Providing and installation of Formwork including Centering and shuttering for faces of walls,partitions,retaining walls and the like vertical or bartering including attached pillasters buttersses etc when curved within all leads and lifts as per MoRTH Technical Specifications clause no 1500 and as directed by Enginner-in-charge.

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.