National Highways Authority Of India Tender

Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free moment), drainage spouts of bridge including removal and disposal of thrash, plastic, vegetation etc. from site outside ROW as per direction of Engineer-In-Charge (Frequency of cleaning will be two times in a year i.e. before and after monsoon) and disposing of the waste material at a suitable place outside ROW with vehicle tracking system within all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge

Carrying out proper cleaning and removing of dust/silt/trash/plastic/rubbish/ garbage/waste from the carriageway (unit length for total width of carriageway LHS+RHS including median width), footpaths, verges (including the verges of central median) by the mechanical means and from shoulders upto toe line of the embankment including side slopes manually aand disposing of the waste material at a suitable place outside ROW with vehicle tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge. Cleaning includes full width of carriageway and service road including removal and disposal of dead animals and removal of all illegal hoardings/posters within RoW in all respect, if any, and confirming to para 6.10 of Scope of Work of Section 6 and as directed by the Engineer-In-Charge.

Crack Filling : Filling of crack using slow- curing bitumen emulsion and applying crusher dust in case crack are wider than 03 mm complete as per drawings and technical specifications conforming to MORTH specification clause no 3004.3.3 and as per directions of the Engineer In- Charge.

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, complete as per drawings and Technical Specifications conforming to MORTH technical specifications clause no. 3004.2 and as per directions of the Engineer In-Charge.

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) including all equipments for dewatering

Plain/ Reinforced cement concrete M-25 as per requirement and technical specifications conforming to MORTH technical specifications clause no. 1500, 1700 & 2200 and as per directions of the Engineer In-Charge with al leads and lifts complete in all respect.

Restoration of rain cuts with good quality earth obtained from borrow pits including compensation of earth, carriage, loading, unloading, clearing the loose soil, benching for 300mm width, laying in 250mm thick layers and compacting with plate compactor to restore the original alignment, levels and slopes as per technical clause 3002 of MORT&H specifications

Providing and Installation of damaged Strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation for Bridge as per clause 2600 of MoRTH technical & specifications and directions of the Engineer In-Charge.

Providing and laying 6 to 8 mm thick microsurfacing layer as wearing course ni single layer using crushed aggregates @ 12.0 Kg/Sqm manufactured Sand (Crushed stone dust with coarse aggregates as per required grading) with specific size as per table-3 of IRC:SP:81-2008 using Modified Cationic Bitumen @13% by weight of aggregates as per Table 8 of IRC:SP:81-2008, Break Control Additive @2% by weight of aggregate, purified water with pH 6-7@12% yb weight of aggregate & mineral filler@ 2.0% by weight of aggregate using specialized microsurfacing Paver finisher and other materials, machinery etc complete as per

Road property management and other maintenance

Maintenance of median and the existing as well as replanted shrubs (with a density of 333 plants per row per km.) by basin making, weeding-hoeing, cleaning, watering , mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC. The operation of maintenance in addition to above will also cover and include the following activies:- (a) Watering of each plant as and when required depending upon the climatic conditions of all localities/ region/ season/ strictly as per direction of Engineer-In-Charge. The main requirement is to keep the plants/ shrubs in healthy, good and surviving conditions. The caualty/ damage to any plant shrubs during the maintenance period will be entire responsibility of the contractor and the contractor shall replace the dead and damaged plants and shrubs at his own cost with new plants of the same species, varities , age and size etc. (b) Replacement of dead, damaged plants from the Median and Avenue by healthy and well developed plant of similar species, varieties, age and size etc. within 10 days of occurrence of casualty as noticed/ reported or as directed by the Engineer.

Supplying and planting permanent shrubs (From the shrubs species given in Annexure B of IRC SP 21: 2009 except Kaner) in prepared pits and watering complete in all aspect as per specification given in IRC SP 21: 2009 (with a density of 333 plants per km.) and directions of the Engineer-In-Charge. Including digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control pit size (0.60 m x0.60 m x 0.60 m ) complete in all respect as per directions of Engineer in-charge including maintenance for 01 year.

Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint

Tubular Steel Railing (Pedestrain Guard Railing) on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings, As per Clause. 8.20 including painting.

Safety improvement (Engineering works)

Cautionary sign board 900x900x900mm triangular 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 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 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 M-25 of size 0.45x0.45x0.75m 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 conforming to clause 6.7 of IRC 67-2012 .

Steep ascent Board

Steep Descent Board

Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280

Provided & Fixing Two WayHazard Marker sign board 450x900mm rectangular as per IRC 67- 2012 with retro reflective high intensity Microprismatic grade Sheeting fixed over 2mm thick Aluminium sheet with 25x25x3mm angle iron supported on a square mild steel section post 60x60x6 mm 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

Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections including sheeting replacement for informatory, cautionary and directional sign boards and type as per structural design requirements and approved plans & as per IRC :67

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with highintensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 672012, 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 25x25x3mm angle iron supported on a square hollow steelsection 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. (a) Using high intensity Microprismatic grade retro reflective sheeting type XI as per ASTM D 495609 and as per 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 prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. 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 colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm 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. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.The rate quoted is for the complete job as per drawing and direction of Engineer.

Moulded Shank Road Stud Supplying 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 D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a minimum 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications complete in all respect as per directions of Engineer in-charge.

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 complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge

Cautionary sign board 600x600x600mm triangular 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 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 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 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in 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 conforming to clause 6.7 of IRC 67-2012 .Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 495609 and as per IRC 67 2012

Construction and laying, cast in situ Cement Concrete kerb in M -20 Grade with Kerb laying machine and matching with the existing kerb section complete including dismantling and disposal of existing damaged broken kerbs as per Technical Specifications clause no. 408 for Kerbs. The job includes jointing of adjacent Kerbs and carrying out pointing as per existing pattern complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 409 and as per directions of the Engineer In-Charge

Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m high, 1.1 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH specifications clause no 811 and technical clause IRC: 119-2015.

Providing and making Rumble Strips 15-20mm high , 300 mm wide placed at 600m c/c with 06 no of bars with yellow color thermoplast. Thermoplastic road marking paint shall confirm to technical clause 803 of MoRTH specification and direction of Engineer-in- charge within all leads and lifts as per approved drawings.

Maintenance of Highway lights in all respects including expenses for maintaining the lights as per direction of engineer in-charge and replacement of bulbs of required lux 40, choke, switch,control panel, timer (Unit consumption charges of lighting are payable extra which shall be paid by the contractor to the concerned department as per actual consumption and the same will be reimbursed by the NHAI. No extra charges over and above the actual consumption shall be made) complete in all respect as per direction of Engineer in charge and as per road maintanence Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.

Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator including steel reinforcement 120Kg/m3 for miscellaneous works like drain covernand as per directions of the Engineer In- Charge with all leads and lifts complete in all respect. The item also include PCC conforming to MORTH technical specifications clause no. 1500, 1700 & 2200 and as per directions of the Engineer In-Charge with all leads and lifts complete in all respect beneath base slab of Drain

Minor repair of damaged Single faced W-Beam metal crash barrier made out of members. Job includes repair of old damaged member and neatly refixing the old member in all respects including straightening of members, as directed by Engineer in charge including Fasteners and fixing etc complete in all aspect as per specification given in IRC 119-2015.

Providing and Installation of Solar Blinker GI standared pole of 100 mm dia primer painted with set of light in polycarbonate housing 300mm dia with LED's retrofit (Amber Colour), Solar power system including series of solar panel, battery, charger etc. Complete in all respect and as per MORTH technical specifications and directions of Engineer in charge. The item include costing of Foundation work in complete aspect also.

Supply and erection of PVC insulated PVC sheathed (3 core) round flexiblewire with copper conductor (FR) cable(ISI marked) confirm to IS:694/1990 leftbare in pipe or casing of suitable sizecomplete in all respect as desired by the Engineer-in-charge. Overall size 1.5sq.mm (48/0.20mm), 3Core

Supply & Erection/Replacement of Fautly cable (as per site Condition)undergroung,loose in pipe or trenches which has to be done in all respect upto up to the entire satisfaction of Engineer-in-Charge of the work.

16 Sqmm. 4 Core cable (Armoured)

25 Sqmm. 4 Core cable (Armoured)

Reflective tape type IV

Convex mirror With Post 75MM ODI Ms pipe Length 10’’ Size 800mm

Incident management

Providing Crane of adequate capacity (minimum 20 MT ) at each Toll plaza location with all necessary equipment so that it can reach the site of incident within 30 minutes of call and clear the disabled/accidental vehicles . It shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge.

Providing, running and maintaining Route patrol vehicle, which shall continuously patrol the highway in a stretch and shall remain in contact with the control room at the toll PLaza on a real time basis. The patrol shall render assistance to users in distress and disabled vehicles through own intervention or by calling for assistance from control room , crane operators or ambulance as required . The patrol shall promptly clear the road of any obstructions, where the it take times to be cleared, the section shall be cordoned off by placing traffic cones which shall be illuminated during night. The specification of Patrol vehicle including equipment and man power are given Annexure C mentioned under clause 12.10 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge.

Providing JCB or Hydraulic excavator including operator and diesel for miscellanous works like encroachment removal.

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.