Short Term Operation and Maintenance (including Incident Management) of 4-lane dual carriageway from Km 479.400 to 413.200 of NH-30 (Old NH-24 (Lucknow-Sitapur Section) in the state of Uttar Pradesh

Estimated rate as per SOR/RA

Section A - Incident Management

Providing following equipments in running condition on hire basis including running and maintenance charges as per instructions of the Engineer including P.O.L complete as per specification. (Rate for net working hours at site).

Tipper 5 Cum. Capacity

Removing all types of broken down/vehicles which have met with accident from the carriage and toeing the same to proper locations i.e. nearest Police stations or some suitable location by using 30 tonne or of more capacity pick and carry crane.

Providing, running & maintaining route patrol vehicle including VTS as per NHAI Policy Circular No. 12.36/2024 dated 12th December, 2024

Removing the dead animals lying on the Highway and burrying them at proper safe location outside ROW complete in all respect with all leads and lifts.

Provision of ambulance as per NHAI circular No. NHAI/Policy Guidelines/strengthening the incident management services/2008/Policy No. 12.19 dated 20.03.2018

Section B- Traffic Calming

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per clause 801 of MORTH Specifications for Road & 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 manufacture 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 up 600mm size, retro reflective sheet shall be fixed over 1.5mm Thick aluminium sheeting vides for or 3mm thick Aluminium composite material vide clause 801 of MoRTH Specification for Roads & Bridge Works. For signs upto 600mm sizes, sign shall be fixed over back support frame of minimum 25x25x3mm angle Frame. For signs upto 600mm size, Signs shall be supported on GI circular pipe 65 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 nuts, Washers & bolts conforming to IS1364 and IS 1367 on sign support pole. Sign support 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, 60cm 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, 0.55kg /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 GI posts which help In ensuring the visibility/Presense 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 boarders 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 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, 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 67-2022 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. The rates include Supply, Installation, Maintenance, Replacement of Broken/Vandalised Signs for 10 years from the date of implementation or Project specific Defects Liability Period whichever is more

INFORMATORY SIGN

Facility Information Sign (800 mm X 600 mm)

Cautionary / Warning Sign

Object hazard marker (300 mm X 900 mm Rectangular Left/right)

Two way hazarad marker (450 mm X 900 mm Rectangular)

900 mm triangle

800 mm X 600 mm Rectangular

900 mm X 900 mm X 900 mm triangle

600 mm x 500 mm rectangular

REGULATORY/MANDATORY SIGNS

900 mm circular

900 mm octagonal

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 Authomatic operation mode shall have functional flashing rate available at 50% Duty Cycle-50 or 60 Flashes/Minute. The Electrical Power Supply shall be solar based 12 VDC operating at Ambient Temperature 0 degree to 55 degree C. The solar power system shall have in-built charge Controller-Low/High cit out, Solar SPV Module-60 Watts, Maintenance Free Battery (60AH) (having back up for operating blinker for 72 Hrs in absesce 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 GI circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239, 3m above the Finish Road level. GI circular pipe shall be firmly fixed to the ground by means of properly designed foundaion 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. The rates include Supply, Installation, Maintenance for 2 years from the date of implementation or Project specific Defects Liability Period whichever is more

Road Delineators: Supplying and installation of delineators (road way indicator, hazard markers. Object markers) confirming to IRC 79, 80 to 90 cm high above ground level with about 200 to 30 mm base which can be anchored on to the ground. The delineator shall have an ellipsoidal or circular shape made of mild steel with our polyester powder coating with minimum thickness of powder coating of not less than 40 micron. The delineator shall have minimum three reflective sheeting bands of 150 mm height confirming to type XI sheeting specification as per IRC 67. The rates include Supply, Installation, Maintenance for 2 years from the date of implementation or Project specific Defects Liability Period whichever is more

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.The rates include Supply, Installation, Maintenance for 2 years from the date of implementation or Project specific Defects Liability Period whichever is more

Solar Powered Road marker (Solar Stud): Supplying and installation of 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 and in accordance with NHAI policy cicular no. 12.38/2025 dated 19.03.2025. The rates include Supply, Installation, Maintenance for 2 years from the date of implementation or Project specific Defects Liability Period whichever is more

Median Marker -: Supply & Fixing of Flexible Median Marker confirming to IRC-79, shall be provided with fluorecent yellow colour retro reflective sheeting type XI as per IRC-67. Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound / bounce back property. The rates include Supply, Installation, Maintenance for 2 years from the date of implementation or Project specific Defects Liability Period whichever is more

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including Type 1 beads (Refer MORTH Specification Clause 803.4.2) 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-in-charge 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. The rates include Supply, Installation, Maintenance for 3 years from the date of implementation or Project specific Defects Liability Period whichever is more

Providing and laying of 5mm high single Rib Pattern Transverse Bar Marking with 2 component cold plastic with specialized cold plastic Primer coating rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant, for material to reduce speed. Cold Plastic road marking material shall be applied in single monolithic application to create rumble strip raised section of 5mm high, 300mm wide confirming to clause 3.7 of IRC 99, across the entire carriageway. Each rumble marking shall be made complete with specialized high refractive index galas beads of minimum reflectivity index of 1.5. The glass beads shall be @ 250g/sqm. Type 1 beads (Refer MoRTH Specification Clause 803.4.2) which are a constituent of the basic cold plastics compound vide Table 800-9 (MoRTH Specification) and Type 2 beads are those which are to be sprayed on the surface vide Clause 8036.4 (MoRTH Specification). 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 levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete. The rates include Supply, Installation, Maintenance for 3 years from the date of implementation or Project specific Defects Liability Period whichever is more

Providing and laying of 10mm high Single Rib Pattern Transverse Bar Markings with 2 component cold plastic with specialized cold plastic Primer coating rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant, for material to reduce speed. Cold Plastic road marking material shall be applied in single monolithic application to create rumble strip raised section of 10 mm high, 300 mm wide confirming to clause 3.7 of IRC 99, across the entire carriageway. Each rumble marking shall be made complete with specialized high refractive index glass beads of minimum reflectivity index of 1.5. The glass beads shall be @ 250gm/sqm. Type 1 beads (Refer MoRTH Specification Clause 803.4.2) which are a constituent of the basic cold plastics 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). 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 levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. Complete. The rates include Supply, Installation, Maintenance for 3 years from the date of implementation or Project specific Defects Liability Period whichever is more

Section C - Road Maintenance

Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or the other damages for restoring the eroded area to originally constructed cross section on cuts and fills sloped/shoulders confirming to MOST clause no. 3002 same to the original constructed cross section the fill material should confirm to MOST specification no. 305 watered and well compacted with all leads and lifts as directed by the Engineer (Quantity of loose fill material shall be measured by payment) (Raincut restoration).

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Cleaning clearing road side lained / puccka drain to bring them to originaly shape drainage capacity including disposal of recovered material with all lift and lead complete in all respect as directed by Eng. and as per additional maintenance stander clause no. 5.5.1 Note : Mandatory Cleaning of road side drain is to be executed twice a year only.

Cleaning Clearing and Reshaping the upstream / Downstream side of CD work and Pipes including Didposal of excess material from side with all lead and lifts complete in all the respect as directed by Engineer. Note: CD work to be execute in premonsoon season once a year

Slab/Box type culvert

Pipe Culvert

Carring out cleaning using Mechanised Road Sweeping Machine removing of dust/silt/thrush/plastic/ rubbish/gerback/from the carrage way and disposing it at a suitable place as directed by Engineer.

Abadi Portion (Frequency of cleaning four times in a month) (one side)

Remaining area (Frequency of cleaning will be once in months period).(one side)

Removal of Rank vagation / weeds and undesirable vegatation from the gerges and side of the road (Sholder , Embarkment Slope ) and in complete ROW including breaking of clods, rough dressing and disposing at sutable place as directed by Engineer. Note : 66200 square meter per month (Inculding truck lay way) : quantity to be executed for removal of rank vegitation is mandatory.

Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free movement), drainage spouts of bridge including removal and disposal of trash, plastic, vegetation etc. from site outside ROW complete as per direction of Engineer. (Frequency of cleaning will be two times in a year i.e. before and after the monsoon).

Providing treatment and repair to potholes and Patch Work Complete as per the technical Specification Clause 3004.2

Carrying out patch repair with bitumenous concrete upto 25mm thickness after rermoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no.503, back filling the patch with bitumenous concrete prepared by using bitumen emulsion complying with IS 8887 and other material detailed as per clause no. 509. Compacting trimming & finishing the surface to form a smooth continuous surface all as per clause no. 3004.2 of Technical Specification.

Carrying out patch repair with bitumenous concrete upto 40mm thickness after rermoval of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides & base of excavation as per clause no.503, back filling the patch with bitumenous concrete prepared by using bitumen emulsion complying with IS 8887 and other material detailed as per cleuse no. 509. Compacting trimming & finishing the surface to form a smooth continuous surface all as per clause no. 3004.2 of Technical Specification.

Scarifying the existing bituminous surface to a depth of 40 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (By Mechanical Means using milling machine)

Crack Prevention Courses

Stress absorbing membrane (SAM) crack width 6 mm to 9mm. Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6mm to 9mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to confirm to cause 902.

Slurry Seal: Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface

5 mm thickness

3 mm thickness

1.5 mm thickness

Drain cover RCC M25 grade (size 1.5x1.5x0.2)

Section D - HORTICULTURE WORK

Maintenance of median and the existing plants in it (with a density of 666 plants per km.) by basin making, weeding-hoeing, cleaning, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck 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 besides cleaning of longitudinal and cross drains in the median. The operation of maintenance in addition to above will also cover and include the following activities:-

Section E - Road Property Management

Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, 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 408

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC 8-1980, fixing in position including painting and printing etc.

5th kilometre stone (precast)

Ordinary kilometer stone (precast)

Hectometer stone (precast).

Boundary pillar

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 ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road 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 150x75 x 5 mm, 330 mm long complete as per clause 810

Painting with higloss synthetic enemal paint two coats to give an even and smooth surface for protection of exposed concrete/masonary portion of Bridges/CD works/Parapet, kerb painting and repairing wherever necessary, complete as per approval of Engineer.

Painting all types of M.S/GI railing as when required with two coats of synthetic enamel paint of approved brand after cleaning the surface complete in all respect as directed by the Engineer.

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade

Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half )

English and Roman

Section F - Building Maintenance

Truck Lay bye Building Guard Cum Sweeper

Section G - Street Lightening

S&F of 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve