O and M include Incident Management of 2-4 laning of Punjab Border Sardulgarh to Sirsa from km 10.080 to 29.000, Length-18.920 Km and Sirsa City to Rajasthan Border via Nathusari Chopta, Length-39.66 Km section of NH-703, Total Length-58.58 Km

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 and maintenance include Incident Management of 2/4 laning of Punjab Border Sardulgarh to Sirsa from km 10.080 to 29.000, Length-18.920 Km and Sirsa City to Rajasthan Border via Nathusari Chopta, Length-39.66 Km section of NH-703, Total Length-58.58 KM in the State of Haryana.

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 and maintenance include Incident Management of 2/4 laning of Punjab Border Sardulgarh to Sirsa from km 10.080 to 29.000, Length-18.920 Km and Sirsa City to Rajasthan Border via Nathusari Chopta, Length-39.66 Km section of NH-703, Total Length-58.58 KM in the State of Haryana.

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 user in distress and disabled vehicles through own intervention or by calling for assistance from control room, crane operator or ambulance as required. The patrol shall promptly clear the ROAD OF ANY OBSTRUCTIONS, WHERE THE IT TAKES 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 directios of the Engineer In-Charge 2 unit Per Month for 1 year for full Project length =58.58 km 24 250000

2 Providing Crane of adequate capacity (Minimum 20 MT) at each Toll plaza with all necessary equipment so that it can reach the site of incident within 30 minute of call and clear the disable /accidental vehicle. It shall also be fitted with a GPS based vehicle tracking system so monitor its movement on 24 X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge 2 unit Per Month for 1 year for full Project length =58.58 km 24 200000

3 Removing the dead animal/birds laying on the complete highway length and burying them at proper safe locations utside 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 directios of the Engineer In-Charge Month 12 37959.01195514327

4 Cleaning of MCW, Slip/Service Roads, Median, Drains, Side Drains, earthen Shoulder and Avenue plantation including cutting of grass and bushes from median as well as shoulders, Trimming of shrubs along with clearing, cleaning and remove of dirt … and vegetation from expansion joints, water spouts, vent holes, vegetation around the structure & similar operation each time over bridge/fly over complete in all respect with all leads and lifts as per technical specification and directions given by the Engineer -in-Charge Km-Month 702.96 3200

5 Maintenance of median and the existing plants (with a minimum density of 540 plants per Km.) by basin making , weeding-hoeing, cleaning, eatering, mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carrigeway in the portion of adjacent to the kerbs all along median complete in all respect as per direction of engineer in charge and as per provision given in MORTH specifications and IRC provisions. Km-Month 124.44 8482.14

6 Restoration of Rain Cuts: The work shall consist of earthwork as per procedure given in clause 305 of MORTH technical specification for restoration of rain cuts in the embankment and shoulders using suitable material and compactiong the said rain cut as per procedure given in clause 3002 of MoRTH and directions of the Engineer-in-charge complete in all respect. cum 500 183.92857142857142

7 Removal of unauthorized boards/bordings within ROW including gas cutting if required and stacking, transportation, depositing the said material with department, etc complete as per directed by Engineer-in-charge. No. 500 102

8 Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawing and Technical Specification confirming to MoRTH specifications clause no. 1500, 1700 & 2200 and as per direction of Engineer-in-charge to attend the repair of parapet wall and other structure work. Cum 20 3836.6071428571427

9 Providing and laying of RCC M 20 Grade: plain/Reinforced cement concrete as per requirement and Technical Specification confirming to MoRTH specifications clause no. 1500, 1700 & 2200 and as per direction of Engineer-in-charge with all-leads and lifts complete in all respect. Cum 100 4199.107142857142

10 Supply Fitting and Placing uncoated HYSD bar Reinforcement Fe-500 in structures with all leads and lifts complete in all respect complete as per Drawing and Technical Specifications and clause 1600 of MoRTH Specifications and as per directions of the Engineering-Charge MT 5 65178.57142857142

11 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 of MORT&H specifications, Grading -II 13mm (Nominal size). sqm 2000 308.9285714285714

12 Road Marking with Hot Applied Thermoplastic compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads@ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per specification and satisfaction to Engineer in Charge. Note 1. A sealing primer may be applied in advance on concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface 2. Cost of painter is already included in hire charges of road marking machine, SQM 16579.75 541.9642857142857

13 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 408 as per specification and satisfaction to Engineer in Charge using Concrete Batching and Mixing Plant M 800 386.60714285714283

14 Providing and Laying 80 mm thick ISI marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. Sqm 1400 607.1428571428571

15 Painting on concrete surface of Kerb/ crash barrier: Providing and applying 2 costs of water based cement paints in un plastered concrete surface after cleaning the surface of dirt, dust, oil grease, efflorescence and applying paint @ 1 litre for 2 sqm complete as per drawings and Technical Specifications conforming to MORTH specifications clause no 800 and as per directions of the Engineer In-Charge. SQM 1456 58.92857142857142

16 Painting on Steel Surfaces: Providing and applying to coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge SQM 900 59.82142857142856

17 Providing, fitting and fixing Pedestrian guard rail: as given in Para 9.10 of the IRC SP 84 2019 complete as per drawing and Technical Specification wrought iron and mild steel welded work using Wrought Iron and Mild Steel Welded Work angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc, including cost of screens and welding rods or holts and nuts complete fixed in position with the cost of excavation and concrete for fixing included complete as per drawings and Technical Specifications conforming to MORTH specifications end as per directions of the Engineer In-Charge Metre 250 2970.535714285714

18 Diversion Beards 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 and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge. Nos. 10 3732.14

19 Safety Barrier with trapezoidal shape of about 80 cm to 100 cm length conforming to standard of IPC:55-2014 and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge. Nos. 50 4017.86

20 Bull Nos: Barrier shall be a minimum of 800 mm minimum in height and have at least a 300 mm minimum width regardless of orientation. The markings on drums shall be horizontal, circumferential, altemating red and white retro-reflective stripes 100 to 150 mm wide. each drum shall have a minimum of two red and two white stripes with the top stripe being red, Any non retroreflectorized spaces between the horizontal red and white stripes shall not exceed 75 mm wide as per Drums shall have closed tops that will not allow collection of construction debris and same will be deposited with the department at the end of contract agreement complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge Nos. 20 14349.1

21 Pole mounted blinker with ultra bright red colour LED, 12y solar panel pole of 4 mtr hight and having frequency of minimum 40 flashes per minute conforming 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. 20 28571.43

22 Moulded Shank Stud: Supplying and fixing of single mould twin shank reflective road studs made out of polycarbonate 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 retrorelectance 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 no less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D-4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D-4280, Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a minimum 2 years warranty for satisfactory field performance as per clause 804.73 of MoRTH Technical specifications and as per direction of Engineer in-charge within all leads and lifts (Type XI). Nos. 5925 241.07142857142856

23 Road Delineators Providing and fixing of standard Metal Delineators as per IRC 79:2019 consisting of retro reflective area white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have brought not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 200 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application, on gaps in median, traffic is land dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. Nos. 500 2141.0714285714284

24 Using retro reflective sheeting class C as per IRC-67-2012 Hazard Marker sign board Supplying and Fixing 300X900mm rectangular as per IRC 67- 2012 with high intensity Micro prismatic grade retro reflective Sheeting us per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having so thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 50mm conforming to IS 4923 firmly fixed to ground to Including foundation concrete M-25 of size 0.45x,0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within and lifts (Type XI). Using high intensity Micro prismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012- Supplier shall provide 10 years Warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Nos. 100 3605.3571428571427

25 Cautionary sign board: Supplying and fixing of 900x900x900mm triangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (A(CM) sheeting having aluminium skin thickness of 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within all leads and lift. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 201. Supplier shall provide 10 years warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Nos. 100 4250.892857142857

26 Mandatory sign board: Supplying and Fixing 900mm circular as per IRC 67 2012 with high intensity Micro prismatic grade retro reflective Sheeting as per ASTM D 4956-09 and as per IRC 67 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 6.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications and as per direction of Engineer in-charge within all leads and lifts. Using high intensity Microprismatic grade retro reflective Sheeting Type Xl as per ASTM D 4956 09 and as per IRC 67 2012. Supplier shall provide 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. Nos. 25 5790.178571428571

27 Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium 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 @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 34 801 of MORT&H specifications and as per direction of Engineer in charge within 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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 Nos. 60 5643.749999999999

28 Advance Direction signboard 1200x900 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67- 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45 x0.75 for vertical post complete as per dause 801 of MORT&H specifications and as per direction of Engineer in- charge within 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 including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 test reports from an independent test laboratory. Nos. 15 9635.714285714284

29 Direction/Dirvesion Plate 900x300mm rectangular as per IRC 678-2012 with retro reflective sheeing as per ASTN D 4956-09 and as per IRC 67-2012 specifications. Fixed over 4mm click Aluminium composite material (ACM) sheeing having aluminium skin thicknees of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivels@ 200 mm c/c to back support frame of 25X25X3 angle iron fixed in position complete as per cluse 801 of MORTH&H specifications and as per direction of Engineer in -charge within all cads and litts, Supplier shall provide a warranty as per dause 6.9 of IRC 67-2012 for retro reflective sheeing & acertified copy of test repoer from an independent test labomtory including three year outdoor wenthering test report for shooting tested in india conilltion confonnling to dause IRC 6.7 of IRC 67-2012 (Type XI sheeting as por IRC SP -67,2012) Nos. 50 1920.535714285714

30 Retro reflective tape on the vertical posts of existing W beam crash barrier & Electric Poles complete as per MORTH spacifications clause technical clause IRC:55-20.4 and direction og Engineer-in-charge withinall leads and lifts as per approved drawings.

50 mm x 50 mm Nos. 200 30

31 Making dewatering arrangement by pumping set 4" *"4" (Tractor driven) Hours 1000 702.68

32 Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design 68 as per IRC 8. 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH technical Specifications

5th Kilometre Stone nos. 8 3549.1071428571427

Kilometre Stone nos. 40 2077.678571428571

33 Providing and erecting a "W" Metal Beam Crash Barrier compriding of 3 mm thick corrugated sheet metal beam rail. 70 cm above road/ground level on channel vertical post,150x75x5 mm spaccd 2 m centre to centre. 1.80 m high with 1.15 m below ground level, all sheet part and fitments to be galvanised by hol dip process, all fitings to conform to IS:1367 an IS:1364, metal beam rail to fixed on the vertical post with a space of channel station 150x75x5 mm,546 mm long complete as per MORTH specifications clause no.811 and technical clause IRC: 119-2015. and direction of Engineer-in charge within all leads and lifts as per approved drawings. Rmt. 600 2874.9999999999995

34 Anti- Glare Devices in medium 34.46.1 Anti glare screen with 25mm steel pipe framework fixed with circular and rectangular vans. Providing an derecting an anti-glare screen with 25mm dia vertical pipes fabricated and framed in the form of panels of one metere length and 1.75m height fixed with circular vane. Per m 9400 144.64

Rain Water Harvesting

35 Excavation for Structure Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specifications cum 80 78.571

36 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (1) Cement Mortar 1:4 (1 cement : 4 coarse sand). (HSR 7.21.1). cum 40 3691.96

37 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (HSR 13.29.2) Kg. 400 83.04

38 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, up to 90 metre depth below ground level. (i) All type of Soil. (i) 300 mm dia. (HSR 33.6.1.1) Mtrs. 700 510.71

39 Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (3) 200 mm nominal size dia. (HSR 33.8.3). Mtrs. 700 919.64

40 Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (HSR 33.12). cum 80 1039.28

41 Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exeeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms ,lift upto 1.5 m including getting out the excavated soil and disposal of surplush excavated soils as directed within a lead of 50 m. cum 1154 86.60714285714285

42 Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) cum 1800 14.285714285714285

43 Granular Sub-Base (GSB): Construction of granular sub-base by providing close graded Material (Table:- 400-1), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller achieve the desired density, complete in all respects as per technical. clause 401 of MORT&H specifications within all leads and lift complete in all respects as per directions of engineer-in-charge. cum 6092.499999999999 1196.4285714285713

44 Wet Mix Macadam (WMM): 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 of mixed Material by tipper to site, laying in uniform layers with grader in sub-base/ bas course on well prepared surface and compacting with vibratory roller to achieve the desire density complete in all respects as per technical clause 406, of MORTH specifications within all leads and lift as per directions of engineer-in-charge cum 300 1174.1071428571427

45 PrimeCoat: Providing and applying primer cost with SS-1 grade bitumen emulsion on prepared surface granular base including clearing of road surface and spraying primer rate of 0.85 to 1.00 kg/sqm using mechanical means, compete in all respects as per technical clause 502 MORT&H specifications within all leads and lift and as per directions of engineer-in-charge. Sqm 1400 37.49999999999999

46 Track Coat: Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications and as per direction of Engineer in-charge. Sqm 39100 16.07142857142857

47 Bituminous Concrete with Batch type HMP: Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.44% percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORT&H specifications. cum 1145 7971.43

48 Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) 17.30.2 Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications cum 70 6657.142857142857

49 Milling on Bituminous Surfaces Dismantling of existing damaged Bitumen surface by cold Milling Machine upto 50 mm depth and hauling the milled material up to 10 km and stacking at nearest recycling Plant Site cum 1089 678.57

50 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 5.23.1 Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent cum design mix) cum 1470 1286.6071428571427

51 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Subbase over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications Cum 367.5 2057.142857142857

52 Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. Cum 1470 5268.749999999999

53 Gantry Using retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 34.20.4 Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 Reference MORTH(Specs) (b) b (i) 34.21 Overhead sign board 9000x1500mm simply 24.53 supported type double 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 fD<ing the same with suitable size aluminium alloy rivets@ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kgper metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe @ 3.61 kg 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 No. 2 225842.85714285713

Street Lighting from 24+550 to 25+130

54 Coppper Wiring in PVC/MS Conduit Pipe Surface /Recessed Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated copper conductor cable 1100 volts grade in existing MS/PVC conduit etc., as required and as per approval and direction of engineer in charge. Complete in all respect. (3 Run of Size 1.50 Sqmm (1/1.40 mm) Mtr 789 50.89285714285714

55 MCCB, Distribution Boards, MCB's, RCCB's, Change Over etc. Supply and erection of moulded case circuit breakers single pole/4 pole on wall /pedestal/Panel including bonding to earth and making necessary connections required to complete the job in all respect upto the entire satisfation and as per approval and direction of engineer in charge. (Triple Pole MCCB-100 Amp., 25 ka) Each 2 4633.93

56 Supply and érection of miniature circuit breaker 240/415 V in the existing distribution board including making necessary connections as per approval and direction of engineer in charge. Complete in all respect. (32-Amp., Single Pole) Each 70 144.64285714285714

57 Earthing and Lightening Arrestor Earthing with Gl earth pipe 4.5 in long and 40 mm dia with masonry enclosure on the top etc. (but without charcoal or coke and salt) as required and as per approval and direction of engineer in charge. Complete in all respect. Each 8 2720.54

58 Extra for using salt and charcoal/coke for pipe earth electrode as required and as per approval and direction of engineer in charge. Complete in all respect Each 8 651.79

59 Supplying and Laying 25 mm x 3 mm Gl Strip at 0.5 meter below ground as strip earth electrode including soldering etc. as required and as per approval and direction of engineer in charge. Complete in all respect. Mtr 16 47.32

60 Supplying and Laying 25 mm x 3 mm Gl Strip in 40 mm dia GI Pipe as/from earth electrode including soldering etc. as required and as per approval and direction of engineer in charge. Complete in all respect. Mtr 16 359.82

61 Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.1. pipe from earth electrode as required and as per approval and direction of engineer in charge. Complete in all respect. Mtr 35 189.29

62 Supply and erection of Hot Dip Galvanized octagonal pole of 3 mm thickness with base plate including cost of nut and bolts, earthing studs integral cable termination arrangement 5 mm thick bakelite base plate on suitable welded MS/GI bracket 32 amp 4 way connector excluding 2 nos. 10 Amp SP MCB, end cover and all accessories as supplied by the manufacturer Including providing RCC foundation of M25 grade or plate foundation to support on RCC Crash Barrier as per Manufactures drawing including cost of exacavation, providing steel reinforcement of grade Fe 500 minimum as per foundation drawing submitted by manofacutures including cocnrete of 50mm Anchor bolt etc. for complete in all respect and as per direction of Engineer-in-Charge. (Lux: Required 40 uniform Lux throughout as per IRC and IS/BIS Specification as applicable). (9 metre long pole with top dia 100 mm and bottom dia 200 mm with hase plate os size 350 x 350 x 20 mm.) Each 35 25024.10714285714

63 S/E mark double walled corrugated (DWC) HDPE, pipe of specification 10 Kg/Cm², laid 0.75 metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction and as per direction of the Engineer-in Charge of the work. (DWC/HDPE pipe 63 mm of outer diameter 150 mm Inner diameter as per IS 16205, Part 24 shall be supplied and erected.) Mtr 520 124.11

64 Supply & Erection of Single Arm Bracket made of 40mm NB dia MS pipe of B class, ISI, 1.25mtr Long with collar pipe/sleeve of 100mm to 125 NB dia B cclass, 600 mm Long.. After fabrication the bracket shall be hot dip galvanized, fixed with ornamental cap which shall be golden color painted. Item shall be including the cost of labour and petty material etc. complete in all respect up to the entire satisfaction of Engineer-in charge of the work. (Lux: Required 40 uniform Lux throughout as per IRC and IS/BIS Specification as applicable) No. 35 1071.43

65 Supply and Erection of LED Street Light Fitting of minimum 250w or as per OEM design. CCT 6500k with cast aluminium body & toughened glass including the cost of all accessories us supplied by the manufacturer including the cost of all labour and material required to complete the job in all respect upto the Entire Satisfaction of the Engineer-in-Charge of the work including electric connection from concerned electricity department. (Lux: Required 40 uniform Lux throughout as per IRC and IS/BIS Specification as applicable) No. 35 8750

66 Supply and Installation of Feeder pillar with Switch gear as below. Incomer shall have provision of 100/250A mp MCCB (excluding cost of MCCB). The panel shall be made of 14 gauge CRCA sheet and shal be powder coated. The panel hall have 63A TP ACI contactor operated by digital time switch anf shall have 3 nos. outgoing of 32 A TP MCB The digital timmer precisaty have in built in rechargeable nickle cadium call for 150 hours in the event of power failure including cost of all petty items complete in all repsect upto the entire satisfaction of Engineer-in-Charge of the work. The item includes cost of all charges for all departmental charges like site survey, 3 Phase 440 V Meter Installation charges, cable laying, loading unloading charges including all applicable Taxes etc. (Lux: Required 40 uniform Lux throughout as per IRC and IS/BIS Specification as applicable) No. 1 19642.86

67 Supply & Erection of Underground cable loose in pipe or trenches which has to be done without any extra cost complete in all respect upto up to the entire satisfaction of Engineer-in-Charge of the work. No.

16 Sqmm. 4 Core cable (Armoured) mtr 1072 141.07

25 Sqmm. 4 Core Cable (Armoured) mtr 200 185.71

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 1820.25

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 7021.55

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 32.11

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 8501.24

Total Rate for Dense Graded Bituminous Macadam 8501.24