National Highways Authority Of India Tender

Operation of Medical Aid Post These service shall include setting up of medical aid posts. The contractor shall provide Two Patient Capacity rescue ambulances at the each Toll Plaza location. Specification of Two pateint capacity rescue ambulances along with medical devices on Board equipments, medicines and manpower are given in Annexure D mentioned under clause 12.12 of IEC SP 84:2019. the work shall be done as per directions of the Engineer-in-charge.

Removing the dead animals/birds laying on the complete Highway length and burying them at proper safe locations outside ROW complete in all respect with all lead and lifts as per para 6.8 'Performance Standard' of scope of work of IRC SP 84:2019 and as per direction of the Engineer-in-charge.

Maintenance of median and existing plants 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 medium complete in all respect and as per direction of engineer in charge and as per provision given in MORTH specification and IRC.

Carrying out the proper cleaning and removing of dust/silt/trash/plastic/ rubbish/garbage/waste from the carriwageway (unit length for total width of carriageway LHS=RHS Including median width), foot paths, verges (Including the verges central median) by mechanical means and from shoulders upt ot toe line of the embankment including side slpoes manually and 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.

For Cleaning of MCW (Both sides)

For Cleaning of SR (Both Sides)

Operation and Maintenance of Highway Lighting Electric Poles including replacement/repair of Foundation, damaged pole, cable, MCB, bulbs/LED lights of suitable wattage as decided by IE or Authority, of required lux 40 (to be maintained throughout the year 24x7) and all other electric fixture complete in all respect as per direction of Engineer in charge and as per road maintenance Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.

Construction of sub-grade/earth+B15:D58en shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirementof table No. 300-2 (Reference to MoRT&H's specification clause 305).

Granual Sub-Base(Table 400-1) Construction of granular sub-base by providing mater as per grading-III(Table 400 of MORT&H 5th revision),mixing in a mechanical mix plant atOMC,spreading in uniform layers with motor grader om 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.

Tack Coat @ 0.25kg per sqm Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications.

Providing and laying dense graded bituminous macadam 50mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, 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 505 of MORT&H specifications.

Providing and laying Bituminous Concrete Grading 2 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 % 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 drawings and Technical specifications conforming to MoRT&H specifications clause no 507 and as per directions of the Engineer-In-Charge.

Plain/Reinforced Cement Concrete of specified mix as under with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.

Cement Concrete M-20 Grade for Side Slope

Cast in Situ Cement Concrete M 20 Kerb with Channel - Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409

Repair of localised failed areas of PQC by marking the area, removing the failed area using jackhammer, saw cutting to full depth of PQC, replacing membrane, clearing the area from dust and debris. Placing M-40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint (if there was one).

Repair and Rehabiliatation of RE Wall facia Panel Core cutting of RE Panel 110 mm, Drilling of hole 76mm to 85 dia, 4 to 5 mtr. Depth, Supply and insertion of galvanized ISI Mark steel bars of 20mm dia with cement grouting, supplying and fixing of 150mm x 160mm x 10mm size galvanized MS plates with 23 mm dia hole in center complete in all respect as per technical specifications and directions of Engineer Incharge.

Providing & fixing 150mm dia PVC rain waler down pipe in overpasses, ROBs, flyovers including bends and shoes ele fixed on walls/columns by clamps complete as per dre. Technical specilications and directions of Engineer In-charge

Repairing of Old joint sealant- Removal of existing sealant and resealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material, as per technical clause 3005 of MoRTH specificaitons.

Repair of Joint grooves and cracks with epoxy mortar - Repair of spalled joint grooves contraction, longitudinal or expansion joint in concrete pavement, as per technical clause 3005 of MoRTH specificaitons.

Complete Repair of Minor Potholes in PQC with GP_2 solution, with proper cleaning and finishing, in accordance with Technical Specifications of MoRTH and as per Directions of Engineer-in-charge.

Providing and fixing of Double arm light pole,Providing and erecting of 10 Mtr. Steel poles with 02 Nos 250w LED street light and all other accessories on MCW including the following as per technical specification and as per approval and direction of engineer in charge :- (a) Supply amd Erection of galvanized steel octogonal pole of 10 mtr. long suitable for wind velocity upto 160 Km/hr and confonning to IS 2629/IS 2633/IS4759. The pole shall be in single piece (single hot dip galvanized) with top dia 70 and bottom 175 mm section 4mm base plate 275x275x16mm section thickness minimum 3mm thick including galvanized thickness shall tapred towards the top having suitable locking arangement. backelite sheet, MCB, loop and out arrangement for incoming/outgoing cable. rigid base plate of suitable size and thickness and to be welded inside and outside at the bottom of pole with provision of fixting four foundation bolts and sngle or double arm suitable as per site requirement (b) Supply amd erectopm pf 250 watts led Street light (NHSP-3 Types ) CCT5700 k with constant Current external driver and inbuilt electrical protection like over/under voltage, short circuit open circuit. The luminaire shall have minimum systan efficay of 130 IM/w,. The luminaire must be with/without toughened glass as front cover IP66. CRI of minimum 70, life of 50,000 hours @70% lumen maintenance IK 08. The fixture dirver should have an operation voltage rang of 120-277 V, in built surge protection of 4 KV , PF 0.9. THD 10% and SDCM 5 The luminaire shall have 20 KV surge protection device inside control area commanrtment.

Providing and fixing of Single Arm Light pole - "Providing and erecting of 8mtr steel poles with single 250 WLED street Light and other accessories on SR including the following as per technical specification and as per approval and direction of engineer in charge :- (a) Supply and Erection of galvanized steel octagonal pole of 8 mtr long suitable for wind velocity upto 160 Km/hr and conforming to IS 2629/IS 2633/ IS4759. The pole shall be in single piece (single hot dip galvanized) with top dia 70 and bottom 135mm section 4mm base plate 225X225X16mm section thickness minimum 3mm thick excluding galvanized thickness shall tapered towards the top having suitable locking arrangement, bakelite sheet, MCB, loop in and out arrangement for incoming/outgoing cable, rigid base plate of suitable size and thickness and to be welded inside and outside at the bottom of pole with provision of fixing four foundation bolts and single or double arm suitable as per site requirement. (b) Supply and erection of 250 watts led Street light CCT (NHSP3 Type)5700°K ,with constant Current External Driver and Inbuilt Electrical Protection like over/under voltage ,short circuit open circuit. The luminaire shall have system Minimum efficacy of ≥ 125 lm/w. The luminaire must be with /without toughened glass as front cover. IP66, CRI of minimum 70, life of 50,000 hours @70% lumen maintenance. IK =08.The fixture driver should have an operating voltage range of 120-277 V, in-built surge protection of ≥4KV, PF 0.9 , THD≤10% and SDCM5. The luminaire shall have 20KV Surge Protection device placed inside control gear compartment. Lux : Required 40uniform Lux (c) GI Pipe earthling for feeder pillar with 40 mm dia, 2 mtr long GI Pipe with 2 mm thickness with excavation with earthwork with coat & salt. (d) PVC insulated 3 core 1.5 sq mm unsheated industrial.

Restoration of Rain CutsThe work shall consist of earthwork as per procedure given in Clause 305 of MORTH Specifications for restoration of rain cuts in the embankment and shoulders using suitable material and compacting the said rain cut as per procedure given in Clause 3002 of MORTH and directions of the Engineer-in-charge.

Removal/Clearance of slush from drains by mechanical means from the wet Drains as per instructions and maintenance manual approved by Engineer in Charge and disposal of slush, with all leads and lifts complete in all respect a sper direction of Engineer in charge and a sper road maintennance Standard given IRC SP 95-2011 in complete in all respect.

1033 Helpline Sign BoardInformatory signboard 800x600 mm rectangular as per IRC 67-2012 with high intensity Microprismatic garde retro reflective sheeting a sper 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 suitabvle size aluminium alloy rivets @ 200 mmc/c to back support frame of 25x25x3mm angle iron supported on a sqaure hollow steelsection post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground inclduing foundation concrete M-25 of size 0.45x0.45x0.60m 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 49566 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 from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. COmplete in all respect.

Advance Direction sign board 1200x1200mm rectangular 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 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 two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60x0.60x0.75m for vertical post completeas 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

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 .Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Mandatory sign board 900mm circular 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 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 0.45x0.45x0.60m 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 .

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade 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 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&Hspecifications.Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and as per 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

Single Chevron Sign board: Providing and fixing Single Chevron Sign board as per clause 15 63 per of IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting (Type XI] sheeting) fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0 75m for vertical post complete as per clause 801 of MoRTH technical specifications and direction of Engincer-in-charge within all leads and lifts. All the warranty and testing certificate shall be of minimum duration as specified in IRC 67 2012 and same shall be deposited with department beforepayment

Retro Reflective Sheeting Tape of size 75x75 mm on the vertical posts of existing W beam crash barrier complete as per MoRTH specifications clause and technical clause IRC:55-2014. and direction of Engineer-in-charge within all leads and lifts as per approved drawings.

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 inclduing 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 & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or 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 section150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015

Pole mounted Solar blinker with ultra bright red colour LED, 12 v solar panel, pole of 4 mtr height and having frequency of minimum 40 flashes per minute confirming to standards of IRC:55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.

Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and having frequency of minimum 40 flashes per minute confirming to standards of IRC: 55-2014 complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer-in-charge.

Road Delineator/Vertical Guide Post DelineatorProviding 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 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 reflectibve 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 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 Engineer-in-charge.

Painting on concrete surface of kerb Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm complete as per drawings and Technical Specifications conforming to MORTH specifications clause no 803 and as per directions of teh Engineer-in-charge.

Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work

Providing and fixing of Padestrian Guard Rail in Mild steel framed grills, with ends of bars riveted or molded forged framed , in M 20 Foundation of size 400x400x275 mm including Painting two coats of enamel paint, including cost of bolts and nuts, screws, welding rod complete fixing in position, complete in all respect as per approved drawings and to the satisfaction of Engineer-In-Charge.

Providing and fixing of anti glare screen including dismantling of damaged screen, complete in all respects, in accordance with Technical Specifications and as per Directions of Engineer-In-Charge.

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 min is exclusive of surface applied glass beads as per IRC:35 for Lane/centreline/ edge marking / transverse and any other marking The finished surface to be level, uniforın and free from streaks and holes complete in all respects as per technical clause 803 of MORT&H specifications within all leads and lift and as per directions of Engineer-in-charge.

Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:-

Overall size 2.5sq.mm (50/0.25mm), 3Core

XLPE INSULATED ARMOURED CABLES(UNDERGROUND): Supply, laying and erection of aluminium conductor XLPE insulated PVC sheathed armoured and served cable 1100 volts grade as per IS:7098 (Part-1)1988 to be laid 1metre below ground level including excavation, sand cushioning, covering with sand & First Class bricks and back filling the trench etc., of the required size as per PWD General Specifications:-

Overall size 16sq.mm (4Core) Armoured(Underground)

Overall size 25sq.mm (4Core) Armoured(Underground)

MINIATURE CIRCUIT BREAKERS:- Supply and erection of Miniature Circuit Breaker MCB's for circuit protection against overload and short circuit current fault suitable for 240/ 415 volts 50cycles AC supply with breaking capacity of 10kA, Curve-C and low watt losses as per IS/IEC 60898-1, energy limitation class-3, true contact indication, label holder facility in the existing MCB distribution board as per PWD General Specifications including connections with suitable size ofthimbles/lugs:-

MCB Single Pole 6-32amp. (10kA, Curve-C)

MCB Double Pole 6-32amp. (10kA, Curve-C)

MCCB, Distribution Boads, MCB's, RCCB's, Change Over Etc.

Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work.

TRIPLE POLE MCCB 16 to 100 Amp, 25 KA

Making dewatering arrangement by pumping set 4"*4" (Tractor driven)

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.