Operation and Maintenance including Incident Management for a period of one year for Four Laning of Karur to Dindigul section from Km 290/000 to Km 367/725 of NH-44 in the State of Tamil Nadu on Item Rate Basis

NATIONAL HIGHWAYS AUTHORITY OF INDIA, MADURAI REGION

Operation and Maintenance including Incident Management for a period of one year for Four Laning of Karur to Dindigul section from Km 290+000 to Km 367+725 of NH-44 in the State of Tamil Nadu on Item Rate Basis

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1 Operation and Maintenance including Incident Management for a period of one year for Four Laning of Karur to Dindigul section from Km 290+000 to Km 367+725 of NH-44 in the State of Tamil Nadu on Item Rate Basis 74,122,556 0 Above

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NATIONAL HIGHWAYS AUTHORITY OF INDIA

Operation and Maintenance including Incident Management for a period of one year for Four Laning of Karur to Dindigul section from Km 290+000 to Km 367+725 of NH-44 in the State of Tamil Nadu on Item Rate Basis

Bill of Quantities

SI NO S. No. Items Description Unit Quantity Rate (Rs.) Amount (Rs.)

2 1 Routine Maintenance

#REF! i) Cleaning of MCW Carrying out proper cleaning, and removing of dust/silt/thrash /plastic/rubbish/garbage/waste from the carriageway, foothpaths, verges (excluding the verges of central median) by mechanical brooms established with vehicle tracking system and manually if required and as directed by the Engineer-in-charge. The payment will be made as per the report of vehicle tracking system indicating the location and kilometers travelled and number of passes on that stretch covering the full kilometer. The cleaning includes full width of both sides of carriageway and service road, if any and confirming to 6.10 of Scope of Work of Section-6 and as directed by the Engineer-in-charge. The payment will be deducted proportionately as per the report of VTS.

#REF! a) Urban area / Build up area (Frequency of cleaning will be per month) Km 116.40 9972.00 1,160,741

#REF! b) Rural area (Frequency of cleaning will be quarterly). Km 259.24 9972.00 2,585,141

#REF! ii) Rectification of LED Solar blinkers Repairing of existing LED solar blinkers ,replacement of battery with charging unit, replacement of LED bulps and solar panels for each blinker. Payment will be made as per warrenty report and other required document as decided by Engineer.

#REF! POST Nos 13.00 4200 54,600

#REF! LED BLINKER Nos 13.00 5800 75,400

10 24AH BATTARY Nos 13.00 6500 84,500

11 SOLAR PANEL Nos 13.00 4600 59,800

12 iii) Maintenance of street light Operational and Maintenance of Highway Street lighting electric poles including replacement/repair of foundation, damaged pole, cable, MCB, bulds as suitable wattage as decided by Authority or SC (to be maintained throughout the year 24x7) and as per the road maintenance standard given in IRC SP 95-2011 and Technical Specification conforming to MoRT&H Specification in complete aspects excluding electricity consumption charges

13 1.5MTR DOUBLE ARM Nos 27.00 2450 66,150

#REF! M20 FOUNDATION BOLT NUTS Nos 27.00 2360 63,720

16 POLE DOOR Nos 27.00 1250 33,750

17 200W LED STREET LIGHT Nos 27.00 13600 367,200

17 CONTROL PANEL BOX Nos 27.00 27500 742,500

18 9MTR STREET LIGHT POLE Nos 27.00 16250 438,750

#REF! iv) Maintenance of High mast light Operational and Maintenance of Highway Street lighting electric poles including replacement/repair of foundation, damaged pole, cable, MCB, bulbs as suitable wattage as decided by Authority or SC (to be maintained throughout the year 24x7) and as per the road maintenance standard given in IRC SP 95-2011 and Technical Specification conforming to MoRT&H Specification in complete aspects excluding electricity consumption charges

20/25/30m POLE GI ROPE Nos 1.00 11200 11,200

M20 FOUNDATION BOLT NUTS Nos 1.00 18000 18,000

250W LED STREET LIGHT Nos 1.00 18000 18,000

#REF! CONTROL PANEL BOX Nos 1.00 27500 27,500

v) Maintenance of bus shelters Maintence of busshelter such as cleaning, removal of stickers/posters, replacing/rectification of damaged chairs, glass panels, tiles, roofsheets and also painting at faded portions etc. as per the directions of the Engineer In-Charge.

Maintenance of Bus Shelter (Min 15 Sqm) Sqm 270.00 85 22,950

Rectification of damaged Roof and Side Sheets (20 Sqm per Bus shelter) Sqm 360.00 768.50 276,660

#REF! Rectification of damaged Chairs (Min 5 Nos per Bus shelter) Nos 90.00 1204 108,360

#REF! Rectification of damaged floor concrete (Min 15 Sqm per Bus shelter) Sqm 270.00 262.10 70,767

Painting of Bus shelter (Min 10 Sqm per Bus shelter) Sqm 180.00 110.00 19,800

vi) Maintenance of Toilet Block Maintenance of Toilet Building in the Project Section by providing one unskilled labour (Mazdoor Category-II) for daily cleaning, sweeping, washing, and sanitation works to maintain the toilet premises in a neat, hygienic, and serviceable condition. The scope shall include supply of all cleaning materials and consumables such as toilet cleaners, disinfectants, phenyle, bleaching powder, acid, tissue rolls, garbage bags, brushes, mops, gloves, buckets, mugs, and other necessary items required for routine maintenance. The work also includes ensuring uninterrupted 24×7 water supply, payment of electricity charges, and carrying out periodic septic tank cleaning (once in three months). Further, the item includes replacement/repair of damaged components such as flush units, closets, taps, valves, pipelines, doors, ventilators, electrical fittings, and other allied accessories as required for proper functioning of the toilet block. The rate shall be inclusive of all labour, materials, consumables, tools and tackles, transportation, incidental charges, and all other expenses required for complete maintenance of one toilet block and as per the directions by Engineer

#REF! a Mazdoor Category-II (Unskilled) Nos 360 628.00 226,080

c Cleaning accessories

#REF! CJ TOILET BRUSH ULTRA Nos 72 179.00 12,888

GARBAGE BAGS SMALL Nos 72 50.00 3,600

ODONIL ORCHID 72G Nos 72 80.00 5,760

#REF! PS EDEN BIN 10L Nos 72 225.00 16,200

#REF! MILTON MUG SOLID 1.5L Nos 72 38.00 2,736

#REF! HARPIC ULT CITRUS 500ML Nos 72 139.00 10,008

#REF! PREMIER TOILET TISSUE ROLL 60 Nos 72 55.00 3,960

#REF! HAND GLOVES RUBER Nos 72 80.00 5,760

32 HARPIC 500ML Nos 72 105.00 7,560

#REF! VIJAYE PHENYLE W 1L Nos 72 59.00 4,248

VIJAYE BL POWDER 200G Nos 72 18.00 1,296

THENNAI MARU Nos 72 25.00 1,800

#REF! SPONAGE WHITE Nos 72 20.00 1,440

#REF! SLMIMOP Nos 72 130.00 9,360

#REF! VIJAYE ACID 1L Nos 72 74.00 5,328

#REF! MILTON BUCKET & MUG DUPLEX 25 Nos 24.00 549.00 13,176

#REF! d Septic tank Cleaning Nos 24.00 4000.00 96,000

#REF! e Replacement of damaged pipe, electrical and other accessories Nos 72.00 500.00 36,000

vii) Replacement of damaged delineators Supplying and installation of delineators (road way indicators, hazard markers and object markers) confirming to IRC 79,80 to 90 cm high above the ground level with about 200 to 300mm base which can be anchored on to the ground the declinator shall have an ellipsoidal or circular shape made of mild steel with pure polyster powder coating with minimum thickness of powder coating of not less than 40 micron. the delineator shall have minimum three reflective sheeting bands of 150mm height confirming to type XI sheeting specification as per IRC 67. Nos 186.00 1270.00 236,220

viii) Reflective stickers Providing and fixing of retro-reflectorised stickers as per clause 801 of MoRTH Specifications for Roads & Bridge Works and IRC: 67 (2022) made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The sticker shall have NHAI Los Logo digitally printed with colour specification confirming to Sl no. 5.2 of NHAI Policy Circular 4.37/2025 dated 11th Nov 2025. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the sticker supplied by reflective sheet manufacturer. Retro-Reflective sticker shall be fixed on alternate barrier posts with pressure sensitive adhesive. Sticker fixing shall be done after wiping the surface with a clean cloth soaked in isopropyl alcohol (IPA) or mild detergent, Remove all dust/ oil / grease/rust and moisture and allow surface to dry completely. If required use a heat gun or blower to dry surface if ambient humidity is high. Fix sticker on the prepared surface by removing the sticker liner slowly to avoid curling or contamination, preposition the sticker to ensure correct orientation and alignment, fix the sticker gently, use a felt-edge squeegee hammer or roller to apply uniform pressure from centre to outward, ensure no air bubbles or wrinkles remain, apply pressure across the entire surface to fix sticker firmly. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the retroreflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from a Government laboratory/Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with details of essential equipment available with convertor in his fabrication shop such as digital printer, cutter, plotter, laminator, etc. Nos 7151.75 55.00 393,346

#REF! ix) Cleaning of Culvert and structures Clearing slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts and cleaning of RE panels with in the ROW. The Job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard clause no.6.5 & 6.6 of SP 95-2011.(Frequency of cleaning will be twice in a year i.e. before and after mansoon)

#REF! a) Bridges Nos 44.00 9266.00 407,704

b) Box/Pipe/Slab culverts Nos 262.00 2501.00 655,262

x) Drain vent cleaning Clearing road side/pucca drains to bring them original shape , drainage capacity including disposal of sediments , extraneous debris & vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respect as directed by the engineer in charge and as per road maintenance standard clause no .6.1.20 & 6.7 of SP 95-2011 (Frequency of cleaning will be once in a year )

a) Median Drain Rmt 34930.00 31.10 1,086,323

b)RCC Drain Rmt 3000.00 62.10 186,300

xi) Painting Painting two coats on old surface after filling the surface with synethetic enamel paint in all shades on new plastered surfaces and manufacture complete in all respect confirming to clause 803 of MORTH rev.V and IRC:SP:95-2011 Clause 6.10 and as directed by Engineer and as per other applicable clause in agreement (Up to any lift)

a) HM stone Nos 119.00 61.00 7,259

b) KM stone Nos 19.00 139.00 2,641

c) 5th KM stone Nos 5.00 287.00 1,435

e) Concrete Crash barrier Sqm 11151.00 174.00 1,940,274

xii) Replacement of damaged road signs: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per clause 801 of MoRTH Specifications for Roads & Bridge Works and IRC: 67 (2022) made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. For signs above 600mm size, retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting vide or 4mm thick Aluminium composite material sheet vide clause 801 of MORTH Specifications for Roads & Bridge Works. For signs above 600mm sizes, sign shall be fixed over back support frame of minimum 35 x 35x 3 mm angle Frame. For signs above 600mm size, Signs shall be supported on GI circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Retro-Reflective sheet shall be fixed on Substrate with Pressure Sensitive Adhesive. The Substrate shall be firmly riveted on Angle Frame @ 200mm spacing with Aluminium Pop rivets using Pneumatic Guns. The Angle frame shall be firmly fixed with high strength bolts, washers nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Sign Supports shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawing. All Components of signs and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Alternate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around Gl posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with details of essential equipment available with convertor in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvanizing plant, etc. The Agency shall submit road sign installation drawing in 'Kmz' file for approval before installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other details as mentioned in IRC 67 annexure VII, complete in all respects. The sign supports and its foundation details are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.

(a) 90 cm Equilateral triangle Each 57.00 8904.00 507,528

(b) 60 cm Circular Each 25.20 7715.00 194,418

xiii) Replacement of damaged Hazard markers: Providing and Fixing of Retro- Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC- 67:2012 and ASTM D 4956- 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear 0.6mm below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading chargers necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro- Reflectro sheet shall consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67- 2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012.(as per MORT&H Specification No.801)

(a) 30 cm*90 cm rectangular Each 25.00 4000 100,000

xiv) Cleaning of Expansion Joint Clearing out cleaning of expansion joints, water spouts, Vent holes, vegetation around the structure & similar operation each time over bridge/flyovers (Twice in a year) Nos 92.00 467.23 42,985

xv) Maintenance of Avenue Plants: Maintenance of existing avenue plants of single of multiple rows along the road side with in ROW (i.e. both side ROW to ROW) including maintenance as per the direction of Engineer and as per other applicable clause in agreement. (From Km. 290+000 to Km. 367+725) Nos 18368.00 22.49 413,096

xvi) Maintenance of Median Plants: Maintenance of existing median plants of single of multiple rows along the road side with in ROW (i.e. both side ROW to ROW) including maintenance as per the direction of Engineer and as per other applicable clause in agreement. (From Km. 290+000 to Km. 367+725) Nos 36454.00 16.49 601,126

xvii) Casualty Replacement of Median plants Planting Flowering plants and shrubs in central verge including Maintennace of one year as per IRC: SP:21 - 2009, Clause 11.19. (Size of the pits for planting shrubs: 60*60*60 cm.) Nos 2989.00 121.08 361,908

xviii) Casualty Replacement of Avenue Plants Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year Nos 1096.00 2499.364 2,739,303

Sub-Total - 1 16,996,331

2 Carriageway Works

i) Clearing of light jungle/Removal of bushes

#REF! Removal of rank vegetation /weeds and undesirable vegetations from shoulders, embankment slopes up to ROW (both side)and median complete in all respect including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer in charge and as per road maintenance Standard clause no.6.14 of IRC-SP 95-2011.(Thrice in a year)

#REF! a) In area of light jungle sqm 236400.00 6.89 1,628,796

#REF! b)Median (cleaning/juliflora/grass cutting/wastage removal) sqm 300696.00 6.89 2,071,795

#REF! c) In area of thorny jungle sqm 182000.00 9.18 1,670,760

#REF! ii) Rectification of rain cuts/shoulder maintenance: Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) Cum 144.00 329.00 47,376

#REF! iii) Rectification of damaged HM, KM, 5th KM and Boundary stones: Providing, painting, lettering and fixing of distant measurement stones including dismantling of old damaged/broken ones confirming to technical specification clause 804 of MORTH Rev.V

#REF! i)HM stone Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete. Nos 60.00 574.65 34,479

#REF! ii)KM stone Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. Nos 12.00 2197.00 26,364

iii) 5th KM stone Supply and fixing of 5th Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete. Nos 3.00 4394.00 13,182

iv) Road Studs: Providing and fixing of Reflective Pavement Markers (RRPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MORTH specifications. Nos 3100.00 232.00 719,200

v) Solar Powered Road marker (Solar Stud): Supplying and installation of No. Solar Raised Pavement Markers made of polycarbonate moulded body with circular shape, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 Category 2 for protection against water ingress. Colour of lighting could be provided in red or yellow (amber) or green or blue or combination as per requirement. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. It should be able to give the prescribed performance in the temperature range of -40°C to +55°C. Its life shall be not less than 3 years. The full charge should provide for a minimum autonomy of 50 hours operation. The height, width and length of the marker shall not be less than 10mm x 100mm x 100mm. Also the surface diameter of the marker shall not be less than 100mm respectively. The weight of marker shall not exceed 0.5 kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer Nos 685.00 1980.20 1,356,437

vi) Thermo Plastic lane Marking: Providing and Laying hot applied thermoplastic road marking strip on Sqm Bituminous Surface of specified shade/ colour of 2.5 mm thick including Type 1 beads (Refer MoRTH Specification Clause803.4.2) which are a constituent of the basic thermoplastic compound vide Table 800-9 (MORTH Specification) and Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.4 (MORTH Specification). The glass beads shall have a minimum reflectivity index of 1.5. The glass bead shall be @ 250gm/sqm. The thermoplastic road marking material thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. Pavement Marking Performance such as Day/Night visibility, Dry/Wet visibility and skid resistance shall be confirming to clause 15.5 of IRC 35. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).recommended use of specialized Road Marking Primer, based on surface conditions. Sqm 2952.90 589.25 1,739,996

#REF! vii) Flexible Median Marker: Supplying and Fixing Median Marker confirming to IRC No. 79, shall be provided with fluorescent yellow colour retro reflective sheeting Type XI as per IRC: 67. Median Marker shall be of tough, high impact resistant, injection moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property. Nos 2680.00 287.00 769,160

viii) Solar LED Blinkers: Supplying and erecting red /yellow unbreakable polycarbonate body Solar Blinker 300mm dia. LED lamp confirming to IRC:93 and IS:7537. It shall have Light Emitting Diode (LED) - Hi Bright technology (Compliant to EN12368 or equivalent BIS standard). The Signal Switching shall be Solid State, with Opto-isolation. The Automatic operation mode shall have functional flashing rate available at 50% Duty Cycle 50 ог 60 Flashes/minutes. The Electrical Power Supply shall be solar based 12 VDC operating at Ambient temperature 0° to 55°C. The solar power system shall have in-built charge Controller - Low/High cut out, Solar SPV Module 60 Watts, Maintenance Free Battery (60AH) (having back up for operating blinker for 72 Hrs in absence of Sun or during rainy or foggy days. The Solar System shall be housed in a weatherproof pole mounting cabinet with clamp and mounting accessories. The Solar Blinker shall be supported on Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239, 3m above the Finish Road level. Gl circular pipe shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawing. Alternate white and yellow bands (Minimum four bands) of Type XI retro-reflective sheeting shall be pasted @ 0.5m c/c starting from a height of 0.5 m above the finish road level. Nos 26.00 28342.75 736,912

ix) MBCB: Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type A, "W" Single Guard)1.80m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/sqm, minimum 700 mm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge. Rmt 360.00 4696.00 1,690,560

x) Providing and fixing of missing Space Channels, Vertical posts & Beams in MBCBs

a) Spacer channels 150x75x5mm shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip glavanized having Zinc Mass of 550gms/ sqm, minimum 95mm above road / ground level fixed on ISMC series channel vertical post. All fixing bolts and nuts hot dip glavanized conforming to IS:1367 clause 4.60 all complete as per Technical specification and as directed by the Engineer- in-charge. Nos 280.67 649.00 182,155

b) Vertical Post 150 x 75 x 5mm channel 1.80 m Height, 3 Nos @ 16.4 kg Per meter shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip glavanized having Zinc Mass of 550gms/ sqm, minimum 95mm above road/ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick,4318mm long post directly embedded in pit size 350x350x800mm for a depth of 1100mm below ground as per Technical specification and as directed by the Engineer- in-charge. Nos 280.67 2693.00 755,844

c) Glavanized Corrugated sheet,3mm thick, "W" beam section railing ,4.5 m in length shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip glavanized having Zinc Mass of 550gms/ sqm, minimum 95mm above road / ground level fixed on ISMC series channel as per Technical specification and as directed by the Engineer- in-charge. Rmt 561.34 1354.00 760,054

xi) Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Rmt 360.00 355.00 127,800

xii) Tubular Steel 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 Rmt 3860.00 4501.00 17,373,860

Sub Total - 2 31,704,731

i) 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, all as per clause 3004.2 sqm 1488.90 498.00 741,472

Sub Total - 3 741,472

4 Incident Management Vehicles

i) NHAI Route Patrol Vechicle (RPV)

Route Patrol Vehicle : Providing by route patrol vehicle as per IRC: SP: 73-2018, Clause 12.11 and NHAI/Policy Guidelines/Road Safety/2024/Policy Circular No.12.36/2024 dated 12.12.2024 and also as per Morth Circular No.RW/G-23012/01/2019-W&A(Pt. III) other applicable clause in agreement. The patrol shall promptly clear the road of any obstruction take time to be cleared, the section shall be cordoned off by placing traffic cones, it shall be illuminated during night. Also removing the dead animals from highway. It shall also be fitted with GPS based vehicle tracking system to monitor its movement on 24hrsx7days of a week basis for one vehicle. vechicle shall be enough space to carry essential traffic and incidence management and safety tools. Month 24 250000.00 6,000,000

Tow Away Crane : Removing all types of broken down/ vehicles which have met with accidents from the carriageway and towing the same to proper locations i.e. nearest Police stations or some suitable location by using 23 tonne or of more capacity pick and carry crane, as per latest Policy Guideline of Morth Circular No. RW/G-23012/01/2019-W&A(Pt. III) on incident management services. Payment will be made as per VTS report and other required document as decided by Engineer. Month 12 200000.00 2,400,000

Sub Total - 4 8,400,000

5 Emergency Works (LS) / Day works (unit Item Rate) Providing the following equipment’s in running condition on hire basis including running and maintenance charges as per instructions of the Engineer complete in all respects.

i) Mini-Truck Day 15 2200 33,000

iii) Backhoe (JCB) Day 15 6899 103,488

Mate/Supervisor Day 55 871 47,900

ii) Mazdoor (Semi Skilled) Day 55 701 38,555

Sub Total - 5 222,943

6 HTMS control room operation and equipment mainteance and repairing/replacement as per requirement and also as per the instruction of the Engineer complete in all respect

i) Operation and comprehensive maintenance of the existing Highway Traffic Management System (HTMS)/Advanced Traffic Management System (ATMS) installed on the Project Highway, including all field and control centre equipment such as CCTV/PTZ Cameras, Variable Message Signs (VMS), Meteorological Observation Systems (MOS), Emergency Call Boxes, Servers, Storage Systems, Video Wall, HTMS Software, Network Management System (NMS), Communication Network including OFC, UPS, Solar Power Systems, Control Centre Equipment and all associated hardware, software and communication infrastructure. The scope shall include 24×7 operation and monitoring, preventive maintenance, corrective maintenance, repair/replacement of defective components, supply of consumables and spares, software updates, antivirus and cybersecurity maintenance, data backup, calibration of sensors, communication network upkeep, maintenance of power supply systems, incident management support, generation of reports, and all other activities required for continuous and efficient functioning of the system. The Contractor shall maintain all HTMS/ATMS assets in fully operational condition throughout the Contract Period and ensure minimum monthly system availability of 98% or as directed by the Engineer. Any defective equipment shall be repaired or replaced promptly at the Contractor's own cost. No separate payment shall be made for manpower, spares, consumables, repairs, replacements, software support, communication charges, calibration, testing, reporting or any incidental activities necessary for satisfactory operation and maintenance of the HTMS/ATMS. Month 12 431250 5,175,000

Sub Total - 6 5,175,000

7 Creatives display at the fascia below NH structuresAs per the guidelines Policy Cricular No.4.35/2025 dated.07.02.2025, by Providing and fixing of high quality Retro-reflective reboundable Sheeting as per IRC 67-2022 . The reflective sheeting to be either applied on Aluminium Composite panel of 3mm thick having aluminum film thickness of not less than 0.25mm or can be directly applied on the structure after surface preparation. The adhesive of the film should be a pressure activated adhesive providing repositionability and has non-visible air release channels to provide a bubble free application. The sheeting should be printed using a sheeting manufacturer authorized printing platform, applied with a suitable overlaminate film for protection and then installed. The MCS warranty should be provided by sheeting manufacturer on the performance of retro-reflectivity and colour fade . Printing on face material must be done with Latex Wide Format Digital Printer with GREENGUARD / GREENGUARD GOLD Certified Inks only. Ink Layer should not peel, crack from base substrate used in the intended print application. The entire print construction must be protected with compatible high-quality UV Resistant Overlaminate film as per manufacturers recommendations. Use of over-laminate is mandatory to protect the print from fading with high conformability to take shape of textured surface of wall. The thickness of the over lamination film should be min 0.05 mm without adhesive. Overlaminate should have good chemical resistance property and should resists mild alkalis, mild acids, and salt. It should show excellent resistance to water (does not include immersion) and should resists occasional fuel spills. Incase of retro-reflective sheeting, a test report passing all the parameters including 36months Outdoor as per IRC 67-2022 clause 6.7 to be submitted. The contractor shall submit A4 size sample of the Type I rebound able sheeting with digital printing as per IRC 67-2022 MCS Warranty conditions. The cost to include all the activities like surface preparation, any cladding / Scaffolding need etc as per site requirements and OEM recommendations with full safety protocol. LS 1760 6183 10,882,080

Sub Total - 7 10,882,080

Total Amount 74,122,556