Construction of 6-Lane Flyover at Km 417.374 and 6-Lane VUP at Km 416.700 including Service Roads on Jalandhar-Amritsar Section of NH-03 in the State of Punjab on EPC Mode. Execution of urgent remedial, Safety and Balance works at the Risk and Cost.

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) Tel: 0172 - 2586818

Name of work: Construction of 6-Lane Flyover at Km 417+374 and 6-Lane VUP at Km 416+700 including Service Roads on Jalandhar-Amritsar Section of NH-03 in the State of Punjab on EPC Mode. Execution of urgent remedial, Safety and Balance works at the Risk and Cost.

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: Construction of 6-Lane Flyover at Km 417+374 and 6-Lane VUP at Km 416+700 including Service Roads on Jalandhar-Amritsar Section of NH-03 in the State of Punjab on EPC Mode. Execution of urgent remedial, Safety and Balance works at the Risk and Cost.

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

1 Construction of embankment/Subgrade with good quality earth obtained from borrow pits including compaction of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications. Cum 1715.415 710.381131

2 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. Cum 296.4 1868

3 Cement Treated Crushed Rock or combination as per clause 403 and table 400-4in Sub base/ Base.Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. Cum 3230.76 2208

4 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, 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 4408.95 2104

5 Dense Graded Bituminous Macadam 50mm to 100mm thickness (Grading I) 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 @ 4.5%, 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 3432.864 14895.75

6 Providing and laying bituminous concrete 30mm to 50mm 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 1402.2479999999998 16401.18

7 Providing and laying 25 mm thick Mastic Asphalt Wearing Course using paving grade bitumen VG-40 (85/25 or 30/40 penetration grade), with fine aggregates, coarse aggregates and lime filler, prepared in an approved mastic cooker and laid to the required line, level and cross-fall, including application of anti-skid surface by embedding pre-coated fine-grained hard stone chippings at approximately 100 mm centre-to-centre in both directions while the surface temperature is not less than 100°C, ensuring the chippings protrude 1 mm to 4 mm above the mastic surface, complete in all respects, in accordance with MoRTH Specifications Clause 516, approved drawings and at locations as directed by the Engineer. Sqm 3264 548.9107142857142

8 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 31224 28.669642857142854

9 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 62448 9.508928571428571

10 Road marking with hot applied thermoplasticcompound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications. Sqm 1701.2 550.5982142857142

11 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.RCC Grade M-30 Cum 75.6 6924

12 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M-35 Cum 67.678 7203

13 Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M40(Friction slab Crash Barrier) Cum 1828.75 7380

14 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. MT 278.703756 54759.47321428571

15 Providing and laying Modular Strip Box Seal Expansion Joint, accommodating horizontal movement exceeding 70 mm and up to 140 mm, complete with anchorage assembly, edge beams, sealing elements, fixing arrangements and all associated components, including installation, testing and commissioning, complete in all respects, conforming to the approved drawings and relevant MoRTH Specifications. The expansion joint shall be installed by the manufacturer/supplier or their authorized representative strictly in accordance with the manufacturer's installation procedure and recommendations, at locations as directed by the Engineer. M 48 34011.12499999999

16 Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 Mtr 1794 181.33035714285714

17 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. Sqm 10000 107.66964285714285

18 Providing and laying Reinforced Cement Concrete (RCC) Crash Barrier at the edges of bridges, roads, approaches to bridge structures and medians, constructed with M-40 grade concrete, conforming to the approved drawings and relevant MoRTH Specifications, including centering, shuttering/formwork, finishing and all incidental works, but excluding the cost of steel reinforcement, complete in all respects and at locations as directed by the Engineer. in Median mtr 1704 5738.366071428572

19 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) No. 8 868.8749999999999

20 Removal/ Clearance of slush from wet drains by mechanical means CUM 2400 72.32142857142857

21 Providing and fixing Hazard Marker Sign Board of size 300 × 900 mm (rectangular), conforming to IRC:67-2012, fabricated with High Intensity Microprismatic Grade Retro-reflective Sheeting conforming to ASTM D4956 and IRC:67, mounted on 4 mm thick Aluminium Composite Material (ACM) sheet with aluminium skin thickness of 0.4–0.5 mm on both sides, fixed to a 25 × 25 × 3 mm angle iron back support frame using suitable aluminium alloy rivets at 200 mm centre-to-centre. The sign assembly shall be supported on a 60 × 60 × 3.2 mm Square Hollow Steel (SHS) post conforming to IS:4923, firmly embedded in M-25 grade cement concrete foundation of size 0.45 m × 0.45 m × 0.60 m, including excavation, concreting, erection, all fittings, fixtures and incidental works, complete in all respects, in accordance with MoRTH Specifications Clause 801, IRC:67, approved drawings and at locations as directed by the Engineer. No. 6 3597.017857142857

22 Providing and fixing Informatory Sign Board of size 800 × 600 mm (rectangular), conforming to IRC:67-2012, using High Intensity Microprismatic Grade Retro-reflective Sheeting conforming to ASTM D4956 and IRC:67, mounted on 4 mm thick Aluminium Composite Material (ACM) sheet with aluminium skin thickness of 0.4–0.5 mm on both sides. The sign board shall be fixed to a 25 × 25 × 3 mm angle iron back support frame using suitable aluminium alloy rivets at 200 mm centre-to-centre and supported on a 60 × 60 × 3.2 mm Square Hollow Steel (SHS) post conforming to IS:4923, excluding the cost of definition plate. The post shall be firmly embedded in M-25 grade cement concrete foundation of size 0.45 m × 0.45 m × 0.60 m, including excavation, concreting, erection, all fittings, fixtures and incidental works, complete in all respects, in accordance with MoRTH Specifications Clause 801, IRC:67-2012, approved drawings and at locations as directed by the Engineer. The supplier shall provide warranty for the retro-reflective sheeting as per Clause 6.9 of IRC:67-2012 and submit certified test reports from an independent laboratory conforming to Clause 6.7 of IRC:67-2012. No. 10 4398.848214285714

23 Providing and fixing Place Identification Sign Board of size 900 × 600 mm (rectangular), conforming to IRC:67-2012, using High Intensity Microprismatic Grade Retro-reflective Sheeting conforming to ASTM D4956 and IRC:67, mounted on 4 mm thick Aluminium Composite Material (ACM) sheet with aluminium skin thickness of 0.4–0.5 mm on both sides. The sign board shall be fixed to a 25 × 25 × 3 mm angle iron back support frame using suitable aluminium alloy rivets at 200 mm centre-to-centre and supported on two 60 × 60 × 3.2 mm Square Hollow Steel (SHS) posts conforming to IS:4923. The posts shall be firmly embedded in M-25 grade cement concrete foundations of size 0.45 m × 0.45 m × 0.60 m each, including excavation, concreting, erection, all fittings, fixtures and incidental works, complete in all respects, in accordance with MoRTH Specifications Clause 801, IRC:67-2012, approved drawings and at locations as directed by the Engineer. The supplier shall provide warranty for the retro-reflective sheeting as per Clause 6.9 of IRC:67-2012 and submit certified test reports from an independent laboratory conforming to Clause 6.7 of IRC:67-2012. No. 4 6314.491071428571

24 Providing and erecting, 10mm thick anti-glare screen of PPCP/HDPE material. The anti-glare shall be rectangular vane of 300mm wide and 650 mm ht. The screen shall have minimum one yellow reflective sheeting band on both sides of sheet. The reflective band shall be 150mm ht and confirming to type Xi sheeting specifications as per IRC 67 No. 650.5 590

25 Providing, supplying, erecting, testing and commissioning Solar Blinker with 300 mm diameter red/yellow unbreakable polycarbonate body LED signal conforming to IRC:93, IS:7537 and EN 12368 (or equivalent BIS Standard), incorporating High Bright LED technology, solid-state signal switching with opto-isolation, and automatic flashing operation at 50% duty cycle with 50–60 flashes per minute. The system shall operate on 12 V DC solar power and include an in-built charge controller with low/high cut-off protection, 60 W Solar Photovoltaic (SPV) module, and 12 V, 60 Ah maintenance-free battery providing a minimum backup of 72 hours during non-sunshine, rainy or foggy conditions. The complete solar system shall be housed in a weatherproof pole-mounted cabinet with all clamps, mounting hardware and accessories. The solar blinker shall be mounted on an 80 NB, 3.2 mm thick GI circular pipe conforming to IS:1239, with the blinker positioned 3.0 m above the finished road level. The GI post shall be firmly embedded in M-25 grade cement concrete foundation of size 0.45 m × 0.45 m × 0.60 m, including excavation, concreting and all incidental works, complete in all respects, conforming to the approved drawings, relevant MoRTH Specifications, IRC:93, applicable IS Codes and at locations as directed by the Engineer. The GI post shall be provided with alternate white and yellow bands (minimum four bands) using Type XI retro-reflective sheeting at 0.5 m centre-to-centre, commencing from a height of 0.5 m above the finished road level. No. 8 27842.75

26 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. No. 1156.44444444444 217.59821428571428

27 Providing, Supplying, Installing, Testing and Commissioning of LED Street Light Fittings complete with mounting brackets, clamps, wiring, connectors, hardware and all allied accessories, including fixing on existing poles/structures, making necessary electrical connections, testing and commissioning, complete in all respects as directed by the Engineer-in-Charge (150Watt) No. 87 45000

Total Estimated Cost

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 as per clause, 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