4-6 laning of Kharar-Ludhiana section of NH-95 (New NH-05) from km. 10.185 to km. 86.199 Samrala Chowk, Ludhiana in the State of Punjab on Hybrid Annuity Mode (HAM) - Execution of pending overlay and maintenance works at Risk and Cost of the Concessi

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: 4-6 laning of Kharar-Ludhiana section of NH-95 (New NH-05) from km. 10.185 to km. 86.199 Samrala Chowk, Ludhiana in the State of Punjab on Hybrid Annuity Mode (HAM) - Execution of pending overlay and maintenance works at Risk & Cost of the Concessionaire.

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: 4-6 laning of Kharar-Ludhiana section of NH-95 (New NH-05) from km. 10.185 to km. 86.199 Samrala Chowk, Ludhiana in the State of Punjab on Hybrid Annuity Mode (HAM) - Execution of pending overlay and maintenance works at Risk & Cost of the Concessionaire.

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

1 Milling of Bituminous Concrete Dismantling of existing damaged Bituminous Concrete (BC) in depth of 40 mm by Cold Milling Machine as per site requirement and upto the statisfaction of Engineer-in-Charge. sqm 1710865 38.39

2 Milling of Dense Bituminous Macadam Dismantling of existing damaged Dense Bituminous Macadam (DBM) in depth of 60 mm by Cold Milling Machine as per site requirement and upto the statisfaction of Engineer-in-Charge. sqm 218515 58.035

3 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 218515 47.32

4 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 1929379.5 13.3928

5 Dense Graded Bituminous Macadam 50 mm thickness (Grading II) Providing and laying dense graded bituminous macadam 50 mmthick 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 10925.725 10365.178

6 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 @5.2%, laying with a Paver Finisher Mechanical 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 85543.25 11492.857

7 Cautionary sign board 600x600x600 mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTMD 4956–09 and as per IRC 67–2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets@200mmc/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. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . nos 171 2912.24

8 Mandatory sign board 600 mm circular as per IRC 67- 2012 with high intensity Micro prismatic grade retro reflective Sheeting as per ASTM D 4956–09 and as per IRC67–2012. Fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3mm on both sided and fixing the same with suitable size aluminium alloy rivets@200mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2 mm 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. Supplier shall provide a warranty as per clause 6.9of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC67 2012 . nos 131 3423.58

9 Hazard Marker sign board 300x900 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 495609 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4to0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets@200 mmc/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications nos 39 3597.017

10 Recovery for milled material:- Recovery shall be made for retrieved milled material at the rates specified herein ( i.e. @ 20% of rate quoted for item of BC & DBM). Note:- Material obtained from dismantling of existing bituminous layer has been calculated @ 60% of the retrieved material (DBM 50mm & BC 40mm) as per theoretical calculation. The agency shall take away this material at the fixed rate @ 20% of quoted rate of BC. If actual material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The dismantled material can be used in any of the items for the work after modification (bringing it to required specifications) so as to fulfil requirements of MoRTH specification clause 519 and after approval from the employer. In case it is not possible to use this material on the work the agency can take away this material. However, recovery of material shall be made for the quantity exhibited in the BOQ and at the rates specified herein irrespective of the fact that material is used in the work or not. Bidder/Agency may visit site before quoting rates and make his assessment for the extent of retrieved material. cum 38587.59

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