O and M including Routine Maintenance and Incident Management of 4 Laning of existing 2 lane with Paved Shoulder Road from Talwandi Bhai to Ferozepur on NH-05 (Old NH-95) from Km 170.000 to Km 194.040 in the State of Punjab.

FINANCIAL BID FORM

To From: (Name of Firm)

Regional Office, Chandigarh, National Highways Authority of India, NHAI Building, Sector - 30B, Chandigarh (UT) - 160030, (Near Sector – 29-30 Traffic Light, Opposite 30 C Market) Phone no. 0172-2586818

Name of work: Operation & Maintenance including Routine Maintenance and Incident Management of Four Laning of existing two lane with Paved Shoulder Road from Talwandi Bhai to Ferozepur on NH-05 (Old NH-95) from Km 170.000 to Km 194.040 in the State of Punjab.

Reference letter No. `

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders, Scope of works, Conditions of Contract, Technical Specifications, Bill of Quantities and schedules for the execution of the above named works, we, the undersigned offer to execute and complete such works and remedy any defects therein in conformity with the said bid documents for the sum as offered in the online financial bid form or such other sum as may be ascertained in accordance with the said Bid documents.

2. We undertake, if our Bid is accepted, to commence the work within fifteen (15) days of receipt of the order to commence, and to complete and deliver the sections and whole of the works comprised in the Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank Guarantee to be jointly and severally bound on us, in accordance with the Conditions of Contract.

4. We agree to abide by this Bid for the period of One Hundred & Twenty (120) days from the last date fixed for Bid Submission and it shall remain binding upon us and may be accepted at any time before the expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the works as secret and confidential documents and shall not communicate information contained therein to any person other than the person authorized by the Employer or use such information in any manner prejudicial to the safety and integrity of the works.

6. Unless and until an agreement is prepared and executed, this Bid, together with your written acceptance thereof, shall constitute a binding Contract between us, but without prejudice to your right to withdraw such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

Yours faithfully

**Name and Designation of the authorised signatory

** Certified copy of Power of Attorney/Authorization for signature shall be furnished by the bidder.

Bill of Quantities (BOQ)

Name of work: Operation & Maintenance including Routine Maintenance and Incident Management of Four Laning of existing two lane with Paved Shoulder Road from Talwandi Bhai to Ferozepur on NH-05 (Old NH-95) from Km 170.000 to Km 194.040 in the State of Punjab.

Sr No. Description Unit Quantity Rate per unit Amount (In Rs)

1 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 in 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. Per Month 12 250000

2 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. Per Month 12 200000

3 Removing the dead animals/birds laying on the Highway 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. (Km.170.000 to 194.040) Per Month for full project Length 12 45745

4 Provision of Ambulance as per latest policy guidelines of NHAI and para 6.8 'performance standard' of scope of work and specifications mentioned under Annexure D as mentioned in clause 12.11 of IRC SP 84 2019 and as per directions of Engineer-In-Charge Ambulance should be provided which 24*7 availability of para medical staff & sufficient medical consumables Per Month 12 203077.68

5 Operation of Medical Aid Post These service shall include setting up of medical aid posts. The Contractor shall provide Two Patient Capacity rescue ambulance at the Toll Plaza location. Specification of Two patient capacity rescue ambulances along with medical devices on Board equipments, medicines and manpower are given in Annexure D mentioned under clause 12.12 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge. Per Month 12 126215

6 Maintenance of median and the existing plants (with a density of 540plants per km per row) as per IRC SP: 21-2009 on median (both side rows) by basin making, weeding/hoeing, cleaning, lavelling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck outside ROW regulary 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 curves all along the median. The operation of maintenance in addition to above will also cover and include the following activies:- km/month 209.83 8482.1

7 (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.Also in Median Gaps ( sheet attached) Supplying and planting permanent shrubs in Prepared pits and watering complete as per technical MORT&H specifications and IRC SP 21 2009 within all leads and lifts omplete as per technical MORT&H specifications and IRC SP 21 2009 within all leads and lifts complete in all respect and as per directions given by Engineer In Charge complete as per technical MORT&H specifications and IRC SP 21 2009 within all leads and lifts. complete in all respect and as per directions given by Engineer In Charge. Species and sapling which would be planted would be of minimum height 2.5-3 feet and can be from anyone of the following from Tecoma, Bougainvillea, Calliandra, Hamelia, Plumeria, Gardenia, Hibiscus or Ficus same will be decided as per direction of engineer- Nos 5996

8 Clearing road side/Median open lined/Pucca drains/ covered drains/piped drains/ channels and Galies etc. of all sizes and bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer-In-Charge and as per Additional Maintenance Standard Clause no. 6.12.2 (Frequency of cleaning will be be quarterly). RM 49520 29

9 Clearing, cleaning and removal of dirt, silt and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure & similar operation each time over bridge/fly over as directed by the engineer-in charge Nos 12 1539.29

10 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 and disposing of the waste material at a suitable placeoutside ROW as directed by Engineer-In-Charge. Cleaning includes full width of carriageway and service road, if any, and confirming to of Scope of Work and as directed by the Engineer-In-Charge. Km./Month

For cleaning MCW ( Both sides) Km./Month 576.96 4817.9

For cleaning SR ( Both sides) Km./Month 120.96 2408.9

11 Clearing slab/box type culverts, Minor Bridges and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts 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 of IRC SP 95-2011. 0

Minor Bridges Nos. 8 1242.9

Slab/Box type Culverts/Pipe Culvert Nos. 108 310.7

12 Restoration of Rain Cuts 0

The work shall consist of earthwork for restoration of raincuts in the embankment and shoulders using suitable material and compacting the same as per procedure given in Clause 3002 of MoRTH and directions of the Engineer-In-Charge. Cum 700 275

13 REPLACEMENT Reinforcement Cement concrete of damaged expansion joints & approach slabs including reinforcement as per MoRTH specifications including disposal of material by mechanical means or manual means as per site conditions and complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC Cum 3 12500

14 Dismantling concrete - Reinforced cement concrete Cum 3 1967.86

15 Reparing/Replacement: 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 MoRTH specifications and directions of the Engineer In-Charge. RM 5 7142.9

16 Supplying, fitting and placing TMT, HYSD bar reinforcement in Foundation including storage ,tansport to site ,cutting bending and placing including binding wire complete as per drawing and technical specifications clause 1600 of MoRTH 5th revision MT 2.5 53047.92

17 Providing and fixing RE wall Panel including reinforcing strips, geocomposite etc complete system as per design approved by Engineer-in-charge conforming to MORTH specifications clause no. 3105, soil nailing, wire mesh, and providing Providing and applying injection grouting using cement slurry admixed with Fosroc Chemical Conplast WL or any other equivalent compound @ 300 ml/ Bag of cement through the uPVC nozzles ( 12mm dia uPVC/ Plastic Nozzles - 4" to 9" long @ 5 No: / Sqm of area) , provided into the cracks/ honeycombed areas using 140 PSI hand operated Grouting Pump under pressure till the refusal,doing final Cement slurry Grouting (after 28 Days),, finally cutting & sealing of Nozzle. including all labour, supervision, tools and tackles and transportation etc. complete as per direction of Engineer -in- charge. Sqm 6 5803.6

18 Repair and Rehabilitation of RE Wall Facia Panel core cutting of Re panel 110mm, 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 & fixing of 150mm x 160mm x10mm size galvanized MS plantes with 23mm dia hole in center complete in all respect as per Technical specifications and directions of Engineer In-charge. No 50 9000

19 Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M35 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge Cum 25 4540.53

20 Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M 30 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge Cum 25 4081.56

21 Repair work at structures- Plain/Reinforced cement concrete as per requirement and Technical Specifications (RCC M20 Grade) section 1500, 1700 & 2200 (MORTH specification) and complete in all respect and as per direction of engineer in charge Cum 25 3763.74

22 Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawings and technical specification (part I/II) Section 1500 & 1700 and as direction by the engineer to attend the repair of parpet wall and other structure work and complete in all respect and as per direction of engineer in charge. Cum 10 4319.17

23 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. Cum 524.58 2014.92

24 Providing,laying spreading and compacting graded stone aggregate to WET Mix Macdam specification including premixing the Material with water at OMC in mechanical premixing the Material with water at OMC in mechanical mix plant,laying in uniform layers with paver in subase/base course on well prepared surface and compacting with vibratory roller to achieve the desire density complete as per technical clause 406 of MORT&H specifications and complete in all resct and as per direction of engineer in charge Cum 1250 2506.36

25 Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications Sqm 5000 30.25

26 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 Sqm 25000 13.75

27 Providing and laying dense graded bituminous macadam 50mm to 75mm 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 Cum 1000 9415.46

28 Bituminous Concrete 30mm to 45mm thickness (Grading II) Providing and laying bituminous concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4%, 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 507 of MORT&H specifications Cum 1200 10543.98

29 Slurry Seal Type II (4-6 mm thickness) - Providing and laying slurry seal Type-II 4-6mm thickness consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion SS-2 @ 10.50% 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 complete as per technical clause 512 of MORT&H specifications Sqm. 3780 45.08

30 Providing and marking of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms/sqm. Area , thichkness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be levelled, uniform and free from streaks and holes complete in all respect. The job includes marking of centre line, shoulder line, edge line, Zebra crossing marking, arrows and dashes at the junctions as per Technical Specifications clause no. 803.4 complete in all respect as per approval of Engineer-In-Charge. Sqm 25000 550.6

31 Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications and complete in all respect and as per direction of engineer in charge Rmt. 3087 181.33

32 Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm 18598.25 58.93

33 Removal of unauthorized boards/hoardings within ROW including gas cutting if required and stacking, transportation etc complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC Nos 1200 357.1

34 1033 Helpline Sign Board Informatory signboard 800x600 mm rectangular as per IRC 67- 2012 with High intensity Microprismatic grade retroreflective Sheeting as per ASTMD-4956-09 and as per IRC 67-2012, Fixed over 4mm thick composite material (ACM) sheeting having Aluminium skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy rivets @200mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS4923 without cost of defination plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60mm for vertical post complete as per clause 801 of MORT&H technical specifications using high intensity/microprismatic grade retro-reflective sheeting type XI as per ASTMD 49566 09 and as directed by Engineer Incharge. Supplier shall provide a warranty of 10 Years as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-202. Complete in all respect. Nos 20 4398.85

35 Hazard Marker sign board Providing and fixing Hazard Marker sign board (one way) of size 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity micro prismatic grade sheeting fixed over 2mm thick aluminum sheet with 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts. Nos 63 3597.02

36 Providing and fixing Two Way Hazard Sign Board-Mandatory sign board 600 mm Circular with Hazard plate as per IRC 67-2021 with retro reflective high intensity micro prismatic grade sheeting fixed over 2 mm thick aluminum 3mm ACP sheet with 25x25x3 mm angle iron frame supported on a mild steel angle iron post 65x65x6 mm angle iron post 65x65x6 mm without cost of definition plate firmly fixed to ground in foundation concrete 1:2:4 of size 0.45x0.45x0.45 m for vertical post complete as per Technical Clause 801 of MORT&H specifications and direction of Engineer-in-charge within all leads and lifts Each 25 6530.4

37 Safety Barrier with trapezoidal shape of about 80 cm to 100 cm length confirming to standard of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Nos 25 4017.9

38 Cautionary sign board Providing and fixing Cautionary sign board of size 900x900x900mm triangular as per IRC 67-2012 with retro reflective high intensity micro prismatic grade 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 MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Nos 40 3914.81

39 Providing and fixing Place identification sign board 1200x1200 mm rectangula as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type-XI as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 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 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and directions of engineer in charge including all leads and lifts. 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 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Nos 10 12906.11

40 Providing and Fixing of Overhead sign board 6000x1500mm cantilever type single sided as per IRC 67-2012 with 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 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012.. Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lift Nos. 2 220173.84

41 Providing and fixing Advance Direction signboard 1200x1200 mm square as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2012, fixed over 4mm thick cluminimum Composite material (ACM) sheeting having aluminium skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year 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 and as per directions of Engineer in-charge. Nos 10 12906.11

42 Providing and fixing Advance Direction sign board 2650x2650 mm square as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2012, fixed over 4mm thick cluminimum 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 riverts @ 200mm c/c to back support grame of supported on two mild steel angle iron post 65x65x65mm firmly fixed to ground in foundation concrete M-25 sixe 0.60x0.60x0.75m for vertical post complete in all respects s per MoRTH technical specifications clause 801 and direction of Engineer-in-charge within all leads and lifts. Supplier shall provide a 10 year 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 and as per directions of Engineer in-charge. Nos. 10 25446.4

43 Diversion Boards with 200 mm-300 mm wide and should be painted in alternate yellow and black stripes of 150 mm width. The stripes should slope away at an angle of 45° in the direction traffic is to pass. Where the barricades extend entirely across the carriageway, the stripes should slope downward towards the direction the traffic must turn in detour. Where both left and right turns are provided for, the chevron stripes should slope downward in both directions from the centre of the barricade. The entire area of chevrons should be reflectorised as per IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Nos 10 6696.4

44 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- Nos 2000 550

45 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 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications and direction of Engineer-in-charge within all leads and lifts Nos 2500 217.6

46 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 respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC Rmt. 1500 718.8

47 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 post 150x75x5mm 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 Rmt. 500 2668.27

48 Supply and fixing of Retro Reflective Sheeting Tape of Size 100 mm x 100 mm on the Post of W beam Crash Barrier complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts No 10000 15

49 Providing and fixing of Flexible spring post wherein post and base shall be made from Poly urethane. The product shall be flexible which help in returning the post to its original position without damaging the product or vehicle. Theretro reflective tape applied on the post shall be as per ASTM D 4956 and shall be tested as per clause S2 of ASTM 4956 for flexibility, adhesion and impact resistance of rebound able sheeting. The height of the post shall be 750 mm, the width of the post shall be 120 mm. Nos 500 1564.29

50 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. Nos. 12 28571.4

51 Maintenance of Solar Blinker with respect to any damages caused in pole, battery , any electric fixture, light or any other damages as per Tecchnical Specifications and as per directions of the Engineer In-Charge. Nos. 23 2000

52 Providing & fixing 150mm dia PVC rain water down Pipe in overpasses, ROBs, flyovers including bends and shoes etc. fixed on walls/columns by clamps complete as per drg., Technical specifications and directions of Engineer In-charge. Mtr. 250 1000

53 Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge. Sqm 250 1034

54 Supplying, fitting and fixing in position true to line and level Sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications. Each 1 200892.9

55 Operation & 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. (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). km-month 42 5357.14

56 Providing and erecting Lighting at underpass, pedestrian Light underpass & intersection including the following as per technical specification and as per approval and direction of engineer in charge (a) Supply and erection of ≤40 watts LED flood light (LF19) CCT 5700K, CRI ≥70. Efficacy ≥ 110 lm/w with inbuilt Surge protection of 10KV, Housing made of PDC Aluminium Alloy only.complete accessories in all respect for uniform illumination of 30 lux level for Vehicular Underpass. (b) PVC insulated 3 core 1.5 sq mm unsheated industrial flexible cable conforming to IS 694: 1990 with flexible bright annealed copper conductor for voltage grade 1100V. (c) Supply and erection of ≤20 watts LED Linear Capsule IP 65 CCT 5700K, CRI ≥70, Efficacy ≥ 100lpw with inbuilt Surge protection of 4KV, Housing made of PC complete accessories in all respect for uniform illumination of 30 lux level in Pedestrian Underpass. as per approval and direction of engineer in charge including Providing and erecting of 5/16/63/100 KVA transformer and electric connection from concerned electricity department. The item includes cost of all charges for erecting the transformer and including all departmental charges like site survey, 3 Phase 440 V Meter Installation charges, 95 mm2 XLPE/ABC cable (as per site requirement), cable laying, loading unloading charges including all applicable taxes etc. Nos. 16 10000

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:- 0

Overall size 2.5sq.mm (50/0.25mm), 3Core Mtr. 310 67.86

57 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) Mtr. 1817 359.82

Overall size 25sq.mm (4Core) Armoured (Underground) Mtr. 200 387.5

58 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 of thimbles/lugs:-

MCB Single Pole 6-32amp. (10kA, Curve-C) Each 20 119.64

MCB Double Pole 6-32amp. (10kA, Curve-C) Each 12 286.61

59 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. Rmt. 500 2591.2

60 Supply of Stay 6 mm x 6mm welding rod complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Each 3000 24.1

61 Repair of spalled concrete using high strength epoxy grout including removal of spalled concrete, complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts kg 250 750

62 Polymer Mortar as per requirement and Technical Specifications section (MORTH specification) and complete in all respect and as per direction of engineer in charge kg 250 22

63 Providing and supply of Following manpower for misc. work as when required basis as per instruction of the Engineer. Mazdoor (Semi Skilled) per day 108 411.06

64 Providing and supply of Following manpower for misc. work as when required basis as per instruction of the Engineer. Mate / Supervisor per day 36 445.56

65 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): JCB per hour 120 816.4

66 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) : Tractor with trolly per hour 288 261

67 Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) Hours 400 702.68

68 Truck Tipper (10 Tonne) Hour 72 292.02

69 Repaire and Rehabitation of existing Toll Booth including Roofing, Painting, Glass fixing in all respect as per Technical specification and as per direction of Engineer in-charge. Payment shall be done as per the actual work done after satisfaction of Engineer Nos. 8 10000

Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above. In Words In Figures

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. Premium

Bid price in Rs.

Note: 1. For bituminous items, if bitumen requirement as per job mix formula is more than the minimum requirement, no extra payment shall be made. Extra bitumen requirement shall be considered incidental to work. 2. The material required for construction work shall be as per MoRT&H specifications for road and bridge works (Fifth Revision/latest edition) and fulfills NHAI Policy guidelines no. NHAI/TIC/PQ/2012-13/205 dated 19.10.2022 and approved by the Engineer incharge. 3. All duties, taxes (excluding GST), royalties and other levies payable by the Contractor under the Contract, or for any other cause, shall be included in the rates, prices, and total Bid price submitted by the Bidder. Nothing extra shall be payable on this account except GST which shall be payable at the applicable rates.

CSR Item No. Description of Item Unit Qty./Premium Rate

24.7 a Construction of granular sub-base by providing close graded material grading -I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications CUM 1194

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004

Plant to Site 6 km CUM 200.67

Rate Of GSB per Cum 0.0

Total Rate Of GSB per CUM 1820.25

CSR Item No. Description of Item Unit Qty./Premium Rate

24.13 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications CUM 1579.11

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80 KM [ Chapter 5.2(i)] CUM 425.58000000000004

Plant to Site 6 km CUM 200.67

Basic Rate for WMM per Cum 2205.36

TOTAL RATE of WMM per Cum 2205.36

CSR Item No. Description of Item Unit Qty./Premium Rate

24.19 Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I)

(a) Providing and laying dense graded bituminous macadam 80mm to 100mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4%, Dense Graded Bituminous Macadam 80mm to 100mm thickness (Grading I) bituminous binder VG-40 @ 4%, carriage of mixed material to site of work, 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 507 of MORT&H specifications CUM 6164.68 6164.68

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004

CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62

Carriage for DBM from DBM plant to site 6 km Cum 200.67

Difference of price of VG 40 and VG 30 (Rs 1500 per MT) as CSR rate is inclusive of VG 30 ton 138

Total Rate for Dense Graded Bituminous Macadam 0.0

Total Rate for Dense Graded Bituminous Macadam 7021.55

CSR Item No. Description of Item Unit Qty./Premium Rate

24.15 Prime Coat @ 0.85kg per sqm

Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications Sq. m 32.11 32.11

Basic Rate for Prime coat per Sqm 0.9

Total Rate for Prime coat per Sqm 32.11

CSR Item No. Description of Item Unit Qty./Premium Rate

24.23 Bituminous concrete 30mm to 45 mm (Grading II)

(a) Providing and laying bituminous concrete 30mm to 45 mm thick with Continuous type hot mix plant using crushed aggregates of specified grading ,premixed with bituminous binder CRMB 60 / PMB @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled ,vibratory and tandemr ollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications CUM 7409.77 7409.77

CARRIAGE FROM PATHANKOT FROM PATHANKOT TO site TOTAL LEAD 80KM [ Chapter 5.2(i)] CUM 425.58000000000004

CARRIAGE FROM Bathinda REFINARY TO plant TOTAL Round Trip 550 KM[ Chapter 5.2(iii)] ton 92.62

Carriage for BC from BC plant to site 6 km Cum 200.67

Difference of price of CRM 60 and VG 30 (Rs 3000 per MT) as CSR rate is inclusive of VG 30 ton 372.6

Total Rate for Dense Graded Bituminous Macadam 0.9

Total Rate for Dense Graded Bituminous Macadam 8501.24