Operation and Maintenance including Routine Maintenance and Incident Management of Four Lane of Ambala-Pehowa Balance Length Section of NH-152 From Km 3.700 to Km. 46.200 and Incident Management services (from km. 0.00 to km. 50.360) in the State of

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 including Routine Maintenance and Incident Management of Four Lane of Ambala-Pehowa Balance Length Section of NH-152 From Km 3.700 to Km. 46.200 & Incident Management services (from km. 0.00 to km. 50.360) in the State of Haryana for a Period of 1 Year.

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 including Routine Maintenance and Incident Management of Four Lane of Ambala-Pehowa Balance Length Section of NH-152 From Km 3.700 to Km. 46.200 & Incident Management services (from km. 0.00 to km. 50.360) in the State of Haryana for a Period of 1 Year.

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 deployed as per Ministry Circular NHAI/Policy Guidelines/Road Safety /2024 Policy Circular No. 12.36/2024 dated 12th December,2024 The work shall be done as new circular policy. The RP vehicle shall be deployed for entire stretch of Ambala-Kaithal pkg-01 i.e from km. 0+00 to km. 50+860 (NH-152) 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. The Crane shall be deployed for entire stretch of Ambala-Kaithal pkg-01 i.e from km. 0+00 to km. 50+860 (NH-152) 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. For entire stretch of Ambala-Kaithal pkg-01 i.e from km. 0+00 to km. 50+860 (NH-152) Month 12 36064.3

4 Maintenance of median and the existing plants (with a density of 540 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 within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC Rkm 8482.14

5 Maintenance of Separator and ROW: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORT&H specifications ( In area of light jungle (By Mechanical Means) ) and as per direction of engineer in charge Sqm 3.627

6 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 No. of structures 1539.29

7 Carrying out the proper cleaning, and removing of dust/silt/trash/ plastic/rubbish/ garbage/waste from the carriageway by mechanical vaccum based sweeping machine GPS fitted , (unit length for total width of carriageway LHS+RHS Including median width), foot paths , verges ( Including the verges central median) by mechanical means and from shoulders up to toe line of the embankment including side slopes manually and disposing of the waste material at a suitable place outside ROW with vehicle tracking system and manually if required and as directed and approved in maintenance manual by the engineer incharge

a For cleaning of MCW RKm 4817.86

b For cleaning of SR. RKm 2408.93

8 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.

a Minor Bridges No. 8 1242.86

b Slab/Box type culverts/Pipe culvert No. 13 310.71

9 Restoration of Rain Cuts 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.

a Restoration of Raincut with Soil Cum 4000 183.93

10 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 No. 1000 357.14

11 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

a Repair of Damaged Post/W Beam Rmt. 2000 718.75

b Replacement of Damaged Post/W Beam Rmt. 1500 1437.5

12 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 100 7142.86

13 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and clause 1600 of MoRT&H Specifications complete as per Drawing and Technical Specifications and and directions of the Engineer-In- Charge. MT 5 82000

14 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 18 5803.57

15 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 18 6339.29

16 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 18 4800

17 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 100 3571.43

18 Road marking with hot applied thermoplastic compound 2.5mm thick including reflectroising glass beads @ 0.25 kg per square meter of area as per IRC:35-2015 complete as technical Clause 803 of MORT&H specifications and as per direction of Engineer-in-charge. sqm 550.6

19 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. 1000 319.25

20 Maintenance of electric poles including replacement of bulbs of required lux 40 (to be maintained throughout the Year) complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Poles 628

21 Supply and running of Generator SET of 33 KV The rates include all operational and maintenance charges such as cost of fuels, lubricants, stores, establishment, depreciation and interest charges complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Hours 200 336.61

22 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. To be retained by Authority after completion of contract. Nos. 20 6696.43

23 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. To be retained by Authority after completion of contract. Nos. 150 4017.86

24 Bull nose 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, alternating 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 debries , complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. To be retained by Authority after completion of contract. Nos. 20 16071.43

25 Blinkers (without pole) with ultra bright red colour LED, 12 v solar panel and havinf frequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Nos. 50 6696.43

26 Pole mounted blinker with ultra bright red colour LED, 12 v solar panel, pole of 2 to 4 mtr height and havingfrequency of 30 to 40 flashes per minute confirming to standards of IRC:55-2014, complete as per technical Clause of MORT&H specifications and as per direction of Engineer-in-charge. Nos. 30 28571.43

27 Hazard Marker sign board Providing and fixing Hazard Marker sign board (one way) of size 300x900mm rectangular as per IRC 67-2022 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. (Type XI Sheeting as per provision of IRC 67 2022) Nos. 60 3596.43

28 Cautionary sign board Providing and fixing Cautionary sign board of size 900x900x900mm triangular as per IRC 67-2022 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 (Type XI Sheeting as per provision of IRC 67 2022) Nos. 15 3915.18

29 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. 3000 217.6

30 Single Chevron Sign board Providing and fixing Single Chevron Sign board as per clause 15.63 peof IRC 67-2022 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 (Type XI Sheeting as per provision of IRC 67 2022) Nos. 100 2232.14

31 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 – 2022 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 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts (Type XI Sheeting as per provision of IRC 67 2022) Nos. 20 5758.93

32 Providing and fixing Two Way Hazard Sign Board-Mandatory sign board 600 mm Circular with Hazard plate as per IRC 67-2022 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 (Type XI Sheeting as per provision of IRC 67 2022) Nos. 40 6530.36

33 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 Nos. 5000 15

34 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 500 750

35 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 5000 22

36 Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67-2022 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. complete in all respect as per clause 806 of MORT&H technical specifications and as per directions of the Engineer In-Charge. No. 240 2141.07

37 Traffic Impact Attenuator of minimum height 1.2 m and minimum weight of 950 kg: Impact Attenuator made of 3 PVC cylindrical tank/ free standing plastic barrels filled with sand and length and width of array shall be designed based as per design speed of highway and coated with yellow paint, covered by reflective tape. Placing at locations in front of islands present on MCW with all lead and lifts complete in all respect as per clause 814 of MORT&H technical specifications and as per directions of the Engineer In-Charge. No. 10 3125

38 Providing and fixing Advance Direction signboard 1200x1200 mm square as per IRC 67-2022 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 - 09 and as per IRC 67-2022, 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 67-2022 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2022 complete in all respect and as per directions of Engineer in- charge. Nos. 10 14183.036

39 Removal/ Clearance of slush from wet drains by mechanical means from the lined Drains as per instructions and maintenance manual complete in all respect and as per directions of Engineer in-charge. Cum 2000 72.32

40 Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) complete as per MoRTH specifications and direction of Engineer-in- charge within all leads and lifts No. 100 868.75

41 Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Hours 500 702.68

42 XLPE INSULATED ARMOURED CABLES (On Surface):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 on (surface) as per PWD General Specifications: RMT 20000 77.68

43 Supply of Hydraulic Excavator of 1 cum bucket capacity complete as per MoRTH specifications and direction of Engineer-in-charge within all leads and lifts Hours 500 1177.5

44 Reinforcement Cement concrete of garde M 40 for damaged expansion joints & approach slabs including reinforcement as per MoRTH specifications including disposal of material by mechanical means within all lead and lift complete as per MoRTH specifications clause no 1500,1600,1700, 2600 & 2704 and directions of the Engineer In- Charge. Cum 50 12500

45 Dismantling of existing structures comprising of masonry, cement concrete (upto RCC M40), wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material within all lead and lift complete as per MoRTH specifications clause no 202 and directions of the Engineer In-Charge. Cum 50 1967.85

46 Providing and laying in place of damaged strip seal a new 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 authorised representative ensuring compliance to the manufacturer's instructions for installation,within all lead and lift complete as per MoRTH specifications clause no 2600 and directions of the Engineer In-Charge. RM 7142.86

47 RE Panel Nailling with grouting of cement slurry to retain bulging of RE Panel of existing structures approaches. mtr 500 7500

48 STAPLING:STAPLING : (Center Joint & Major Longitudinal Cracks) : * Marking the position of Vertical holes of diameter 30mm at a distance of 228mm from crack or joint at spacing of 600mm C/C on both side. Drilling 30mm diameter holes upto 140mm depth cutting slots of 35mm width and of 90mm depth, cleaning the slots thoroughly, roughening the surface of holes and slot inserting 16mm diameter bar in inverted "U" shape and anchoring it with epoxy grout, filling the slot with 1:3 epoxy - sand mortar or elastomeric concrete upto 10mm above the top surface of staple bar, compacting it and filling the remaining volume of slot with non-shrink polymer concrete upto top level of PQC surface. RMT 1500 3000

49 REPAIRS TO EXISTING STAPLING JOINTS RMT 1000

50 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1: 1.5:3 or richer mix (i/c equivalent cum design mix) Cum 500 1149.10714285714

51 Construction of dry lean cement concrete Sub- base 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, 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, within all lead and lift complete as per MoRTH specifications clause no 601 and directions of the Engineer In-Charge. Cum 319.5 2523.21

52 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid 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, within all lead and lift complete as per MoRTH specifications clause no 601 and directions of the Engineer In-Charge. Cum 500 5496.04

53 Painting two coats after filling the surface of kerb after removing the old paint surface with synthetic enamel paint in all shades on new plastered concrete surfaces (applying minimum paint @ of 1 litre for 2 sqm) , within all lead and lift complete as per MoRTH specifications clause no 803 and directions of the Engineer In-Charge. Sqm 109.82

54 Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification (minimum weigth of steel 0.0429 MT per metre) , within all lead and lift complete as per MoRTH specifications clause no 2703.2 & 1900 and directions of the Engineer In-Charge. Metre 1000 2970.54

55 Digging of pits Digging of pits in all kinds of soil & refilling the same, with cum the excavated earth Hole 0.60 metre dia and 0.60 metre deep. Per hole 5000 10.7142857142857

56 Farm yard manure Supplying at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening through sieve of I.S.designation 16mm with 5 Km lead and supply of good earth making mixture in ratio of 1.2 Cum 282 426.785714285714

57 Providing and stacking of calliandra hybrida of height 75-90 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge Each 1250 51.7857142857143

58 Providing and stacking of Tecoma gaudichaudi of height 60-75 cm. with 5-6 branches in each p.bag of size 25 cm as per direction of the officer-in-charge. Each 2500 58.0357142857143

59 Providing and stacking Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Variegated, Glabra Formosa, Peruvians Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Polybag & as per direction of the officer-in-charge . Each 1250 46.4285714285714

60 Filling Pot-holes and Patch Repairs with 3004.2 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 aides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, Limming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 of MORT&H specifications

a Grading-II 13mm (Nominal size) Sqm 296.428571428571

62 Providing sealing to cracks wider than 3 mm using slow curing bitumen emulsion complete as per Technical Specifications clause no. 3004.3.3 and as per satisfaction of Engineer-In-Charge. Per metre 3.57142857142857

63 Providing and erecting a "W" metal beam crash barrier double sided 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 2 m 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 150 x 75 x 5 mm, 330 mm long , , within all lead and lift complete as per MoRTH specifications clause no 811, IRC : 119-2015 and directions of the Engineer In-Charge. Rmt. 500 3625

64 Providing and laying bituminous concrete 50 mm 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 and directions of the Engineer In- Charge. Cum 8694.12

65 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 wit prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications and directions of the Engineer In- Charge. Sqm 12.5

66 Milling on Bituminous Surafce: 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 401.785714285714

67 Credit for Milling Material Note: Recovery shall be made for retrieved milled material at the rates specified herein (i.e @20% of rate quoted for item of BC) Material obtained from dismantling of existing bituminous layer has been calculated @60% of the rerieved material as per theoretical calculations. The agency shall take away this material at the fixed rate @20% of quoted rate of BC. If actual material is found on lower side, no claim will be entertained and full recovery on account of quoted rate and exhibited in the BOQ shall be made. The dismantled material can be used in nay of the items for work after modification so as to fulfill MoRTH specification clause 519 and the work agency can take the material. However, recovery of material shall be made for that quantity exhibited in the BOQ and specified herein irrespective of the fact that material is used in the work or not. Cum 514.578 -1738.82

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