Long Term Output & Performance based Road Assets Maintenance Works (Under Package 17A/ OPRMC-III/ Madhepura Division)

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document uploaded with tender.

Name of the Bidder

Address of the Bidder

Sl. No. Checklist Items (Attach Documents in Edit Attachment Folder) Document Uploaded

1 Cost of Bid Document & Bid Processing Fee

2 Personnel Form PER–1 & Form PER–2

3 Equipment Form EQU

4 Initial Tentative Program of Performance

5 Project Specific Information

6 FORM ELI–1: Bidder’s Information Sheet

7 FORM ELI–2: Joint Venture Information Sheet

8 FORM ELI–2.1: Form of Undertaking by the Joint Venture Partners

9 FORM CON–1: Historical Contract Non-Performance

10 FORM LIT–1: Pending Litigation

11 FORM FIN–1: Historical Financial Performance

12 FORM FIN–2: Annual Construction & Maintenance Turnover

13 FORM FIN-3: Availability of Financial Resources

14 FORM FIN-3(a): Sample Format for Access to or availability of Credit Facilities

15 FORM FIN-4: Financial Requirements for Current Contract Commitments

16 FORM EXP–1: General Construction & Maintenance Experience

17 FORM EXP–2(a): Similar Construction and Maintenance Experience

18 FORM EXP–2(b): Construction & Maintenance Experience in Key Activities

20 Registration No.

LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III)

TECHNICAL BID SHEET

(i) Name of Work: Long Term Output & Performance based Road Assets Maintenance Works Under Package-17A/ OPRMC-III/ Madhepura Division

(ii) Estimated Cost Value (ECV) (₹ in Lakh) 21439.36862 Lakh

(iii) Time of Completion in Months 84 Months

(iv) Last Date of Uploading of Tender 08.06.2026

(v) Name of the Contractor

(vi) Address of the Contractor

S. No. Item Description Ref. Clause Requirement All coloured cells to be filled accordingly

1 Registration Any Contractor registered with the Central Government/ Any State Government or Any PSU or an agency of International or National repute may participate in the tender but registration with the Road Construction Department, Bihar will be essential after issuance of Letter of Acceptance and before execution of Agreement. As per NIT, Section 3, Clause 2.1.2, Section 4E.1, Form ELI-1, Section 4E.2, Form ELI-2

2 Bid Security (Bid Security can be paid through offline or online mode) (a) through offline mode in the form of Bank Guarantee of Nationalized/ Scheduled Bank duly endorsed/ pledged to Executive Engineer, Road Division Madhepura. ITB Clause 17 224.394 Lakh

(b) through online mode also i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS etc. Bids along with necessary online payment must be submitted through e-procurement portal https://eproc2.bihar.gov.in before the bid submission end date and the time specified.

3 Cost of BOQ Through online mode only i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS etc. Bids along with necessary online payment must be submitted through e-procurement portal https://eproc2.bihar.gov.in before the bid submission end date and the time specified. As per NIT

4 Bid Validity Bids should be valid for not less than 180 days after bid submission end date or beyond any period of extension if requested. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive. ITB Clause 16 180 Days

5 Conflict of Interest No conflicts of interests in accordance with ITB Sub-Clause 4.3. Section 3, Clause 2.1.1, Letter of Bid

6 Bidder's Information Sheet Copies of original documents defining the constitution or legal status, place of registration, and principal place of business; written power of attorney of the signatory of the bid to commit the Bidder. Section 3: Clause 2.1.2, Section 4E.1, Form ELI-1

7 Joint Venture Information Sheet Copies of original documents defining the constitution or legal status, place of registration, and principal place of business of the Joint Venture. Section 3: Clause 2.1.2, Section 4E.2, Form ELI-2

8 Undertaking by the Joint Venture Partners On Non-Judicial Stamp Paper of Appropriate Value. Section 3: Clause 2.1.2, Section 4E.3, Form ELI-2.1

9 Pending Litigation Information regarding litigation. Section 3: Clause 2.2.1, Section 4E.5, Form LIT-1

10 Historical Contract Non-Performance Information regarding any litigation, arbitration or blacklisting, resulting from contracts executed by the Bidder in the last five years or currently under execution. The information shall include the names of the parties concerned, the disputed amount, cause of litigation, and matter in dispute. Section 3: Clause 2.2.2, Section 4E.4, Form CON-1

11 Net Profit Submission of audited balance sheets acceptable to the Employer, for the last five [5] years to demonstrate the current soundness of the bidders financial position and its prospective long term profitability. The Bidder should have made a Net Profit in any three [3] years in the last five [5] years. Section 3: Clause 2.3.1(a) Section 4E.6, Form FIN-1

12 Net Worth The Bidder should have made a Net Worth not less than 10% of Estimated Cost Value (ECV) in latest financial years of last [5] five years. Section 3: Clause 2.3.1(b) Section 4E.6, Form FIN-1 2143.936862 Lakh

13 Annual Turnover Annual Turnover in any one [1] year in last five [5] year must not be less than 40% of the Estimated Cost Value (ECV) excluding Provisional Sum(calculated as total certified payments received for Contracts in progress or completed, within the last five [5] years). Note: 1. Financial turnover and cost of completed works of previous financial years shall be given a weighting of 8% per year to update the costs. 2. Year 1 will be the latest completed financial year, preceding the bidding. Year 2 shall be immediately preceding year 1 and so on. In case the Bid Submission date falls within 3 (three) months of the close of the latest financial year, the bidder shall ignore such financial year for the purpose of its bid and furnish all its information and certification with reference to the 5 (five) years preceding its latest financial year i.e. 2025-26. For the avoidance of doubt, financial year shall, for the purpose of the Bid hereunder, mean the accounting year followed by the Bidder in the course of its normal business. Section 3: Clause 2.3.2 Section 4E.7, Form FIN-2 8575.747448 Lakh Financial Year Amount

14 Bid Capacity Bidders who meet the minimum Qualifying Criteria stipulated in Clause 2.1 to 2.6 will be qualified, only if, their Available Bid Capacity is more than the Total Bid Value of the Works. The Available Bid Capacity shall be assessed/ calculated as under: Assessed Available Bid Capacity = A x N x 1 - B Where; A = Maximum Value of Civil Construction & Maintenance Works executed in any One [1] year during the last five [5] years updated to the price level of financial year [2026-27] by the Bidder taking into account of the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value updated at the price level of financial year [2026-27] of existing commitments and on-going works to be completed by the bidder during the next 84 months or Sum of the values updated at the price level of financial year of [2026-27] the existing commitments and ongoing works to be completed by each of the JV partner during the next 84 months. However; where the bidders are bidding for more than one [1] Contract Packages, the Value of its other allotted works will be included in the value of ‘B’ and the Employer may write a letter to the bidder to submit self-declaration regarding allotment of new works other than the works declared in the bid. The bidder shall be obliged to submit the above details within the stipulated time and before the date of evaluation of technical bid. Any non-compliance in this regard by the bidder shall be treated as bid non-responsive and shall be liable for rejection of bid. The Bidder is to complete form of Current Contract Commitments as part of their Bid for the determination of this value and Current Contract Commitments must be duly certified by the Engineer-in-charge. Section 3: Clause 1.2.3 21439.36862 Lakh

15 Financial Resources The Bidder must demonstrate access to, or availability of, financial resources such as liquid assets, unencumbered real assets, lines of credit, and other financial means, other than any contractual advance payments to meet: Credit Lines/ Letter of Credit / Solvency Certificates from Banks etc. shall be not less than 10% of the total Estimated Cost Value. Section 3: Clause 2.3.3 Section 4E.8 & 4E.9, Form FIN-3, & FIN-3(a) 2143.936862 Lakh

16 Exiating Committements of on-going Works As Per S. No. 14 Section 3: Clause 1.2.3 Section 4E.10, FIN-4

17 General Experience Experience under Road Maintenance or Improvement Contract or Construction Contract as Contractor/ Sub-Contractor, SBD, CMBD, HAM, EPC, BOT, BOOT (Developers/ Operators) or Civil Works/Management Contractor for at least the last five [5] years prior to the applications submission deadline. Section 3: Clause 2.4.1 Section 4E.11, Form Exp-1

18 Specific Experience (a) Participation as Contractor, Management Contractor, or Sub-Contractor or BOT, BOOT Developer/Operator with in the last five [5] years, in Road Construction or Maintenance Works Contracts, of which upto two [2] Contracts have a Combined Values not less than 50% of Estimated Cost Value (ECV) and have been successfully completed/ substantially completed. The Works completed must be in similar nature to the Works & Services of the proposed Contract. For the purpose of the above requirement: (i) OPRMC Contracts shall be considered as substantially completed if the Contractor has completed 100% of Minor Improvement Works feasible, 100% of Initial Rectification Works feasible and 100% of Periodic Maintenance Works feasible. (ii) all other types of Contracts shall be considered as substantially completed if the Contractor has completed 90% of the Value of Works. Section 3: Clause 2.4.2 Section 4E.12, Form Exp-2(a) 10719.68431 Lakh

(b) For the above or other Contracts executed in any one [1] year, the Bidder must be executed the following minimum quantities of Works: Section 3: Clause 2.4.2 Section 4E.13, Form Exp-2(b) Unit Quantity

Concrete Works in Road Work including DLC: 50% of Estimated Quantities (IR+ MI including Strengthening) of any one [1] year which has maximum value. cum 3066.8

Non-Bituminous sub-bases and bases (GSB, WBM/WMM): 50% of Estimated Quantities (IR+MI including Strengthening) of any one [1] year which has maximum value. cum 0

Bituminous Treatment (BM/DBM/BC/SDBC/ Mastic Asphalt): 50% of Estimated Quantities (IR+MI including Strengthening+PM) of any one [1] year which has maximum value. cum 9759.07

Bituminous Cold Mix Treatment: 50% of Estimated Quantities of any one [1] year which has maximum value. cum 0

19 Personnel The Bidder must demonstrate that it has the personnel for the key positions that meet the following requirements. The Bidder should provide the details of the proposed personnel and their experience record using the Forms PER-1 and PER-2 of Section 4, Bidding Forms supported by the experience certificates duly countersigned by the respective clients. Section 3: Clause 2.5 Section 4, D.1, D.2, Form PER-1 & PER-2

Road Manager (1 No.): Maximum Age 65 Years, Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 3 Years. 1 No.

Maintenance Engineer (1 No.): Maximum Age 50 Years, Diploma in Civil Engineering/ Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 5 Years. 1 No.

Works Supervisor (1 No.): Maximum Age 40 Years, Preferably Diploma in Civil Engineering with Min. Work Experience in construction and maintenance for 2 Years./ any general degree holder with Min. Work Experience in construction and maintenance for 5 Years. 1 No.

Data Entry Operator (1 No.): Maximum Age 40 Years, Certified course in Computer Applications with Intermediate & above. 1 No.

20 Equipment The Bidder shall own at least One Hot Mix Plant (40-60 tonne/hour Capacity) not more than 15 years age. The Bidder must demonstrate & submit the supportive documents that it has or has access to (own/lease/hire etc. and to be procured) the key equipment (machinery) listed as under: Section 3: Clause 2.6 Section 4, D.3, Form EQU Minimum Number required

Equipment Type and Characteristics

10 Tonne Tipper Truck, Max Age 8 Years 6

Loader/Backhoe (0.5 m3 bucket), Max Age 8 Years 1+1(OM)

Excavator (0.75 m3 bucket), Max Age 10 Years 1

Sensor Paver (3.5 m), Max Age 10 Years 1

Bitumen Distributor (2000 litre), Max Age 10 Years 1

8-10 Tonne Vibratory Roller, Max Age 10 Years 1

Plate Vibrator (Compaction for Patch work), Max Age 5 Years 2

Emulsion Sprayer, Max Age 10 Years 1

Tractor or Rubber Tyred Dozer with adjustable Back Blade/Grader, Max Age 10 Years 1

Smooth Wheeled Roller 8-10 Tonne, Max Age 10 Years 2

Power Broom or Tractor Mounted Compressor, Max Age 10 Years 1

Wet Mix Plant, Max Age 10 Years 1

Generator 250 KVA, Max Age 10 Years 1

Concrete Mixer 0.4/0.28 cum, Max Age 10 Years 2

Baby Vibratory Roller, Max Age 10 Years 1

Fifth Wheel Bump Integrator duly Calibrated, Max Age 5 Years 1

Milling Machine, Max Age 10 Years 1

Road Marking Equipment, Max Age 5 Years 1

21 Initial Tentative Program of Performance To demonstrate a clear understanding of the requirements of the Contract, Bidders shall provide the following: (i) a bar chart sub-divided into sections for each road showing the major activities to be carried out for Ordinary Maintenance Works, Initial Rectification Works, Periodic Maintenance Works and Minor Improvement Works (separately for Improvement & Strengthening). (ii) activities shall be shown against time, with linkages shown between related/ sequential activities as far as possible and appropriate; (iii) a bar chart or schedule showing the usage of major plant, including those listed in Contractor’s Equipment. Duly supported with equipment planning and deployment, showing with broad calculations justifying the bidder’s capability for the execution and completion of the work as per the technical specifications and within the periods of completion as per the stipulated milestones. Section 4 Clause D6

22 Project Specific Information The Bidder shall provide the statements in respect to the following information: (a) Proposed methodology for undertaking Ordinary Maintenance (OM), Initial Rectification (IR), Periodic Maintenance including re-application of Road Marking (PM) and Minor Improvement including Strengthening (MI), and identification of road sections that major activities shall be applied. (b) Details of safety, traffic, environmental management aspects to be adopted by the Bidder. “As per the Checklist provided in Form OM-14 of Technical Specifications.” (c) Bidder’s experience in managing testing of work. (d) Statement indicating whether: i the Bidder accepts the Sample Quality Plan and if so, that the Bidder will provide an updated Quality Plan within the time frame stated in Clause 14.1 of Section 5A, if awarded the Contract; or ii the Bidder does not accept the Sample Quality Plan, in which case the Bidder will be required to provide its own Quality Plan in accordance with and within the time frame stated in 14.1 of Section 5A, and which as a minimum, includes the same level of detail as the Sample Quality Plan and explains the purpose, application, responsibilities and requirements to undertake works in accordance with the intent of the Contract, the general provisions for the occupational health and safety of employees and the public, environmental management requirements and the Statutory Laws of India Statement in respect to the Quality Plan. (e) All Bidders shall provide with their Bid a preliminary description of the proposed work method and program and resource schedules, including drawings and charts, as necessary. Section 4 Clause D7

23 Power of Attorney of Signatory of Bid. As Per NIT Section 4, ELI-1, ELI-2

24 Affidavit (a) Bidders will have to declare by affidavit that they have not been declared defaulter/rescinded/debarred/blacklisted by the State Govt./Central Govt./Public Undertaking. If such affidavit is subsequently found to be false, their tender shall not be considered and further legal action shall be initiated. As per NIT

(b) Bidders will have to declare by affidavit that they have not made misleading or false representations in the forms, statements and attachments uploaded in proof of the qualification requirements. Section 3, Clause 1.2.1

Evaluation shall be done as per the information & document attached with the Tender.

Executive Engineer, Road Division Madhepura

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document uploaded with tender.

Name of the Bidder

Address of the Bidder

Sl. No. Checklist Items (Attach Documents in Edit Attachment Folder) Document Uploaded

1 Cost of Bid Document & Bid Processing Fee

2 Personnel Form PER–1 & Form PER–2

3 Equipment Form EQU

4 Initial Tentative Program of Performance

5 Project Specific Information

6 FORM ELI–1: Bidder’s Information Sheet

7 FORM ELI–2: Joint Venture Information Sheet

8 FORM ELI–2.1: Form of Undertaking by the Joint Venture Partners

9 FORM CON–1: Historical Contract Non-Performance

10 FORM LIT–1: Pending Litigation

11 FORM FIN–1: Historical Financial Performance

12 FORM FIN–2: Annual Construction & Maintenance Turnover

13 FORM FIN-3: Availability of Financial Resources

14 FORM FIN-3(a): Sample Format for Access to or availability of Credit Facilities

15 FORM FIN-4: Financial Requirements for Current Contract Commitments

16 FORM EXP–1: General Construction & Maintenance Experience

17 FORM EXP–2(a): Similar Construction and Maintenance Experience

18 FORM EXP–2(b): Construction & Maintenance Experience in Key Activities

20 Registration No.

LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III)

TECHNICAL BID SHEET

(i) Name of Work: Long Term Output & Performance based Road Assets Maintenance Works Under Package-17A/ OPRMC-III/ Madhepura Division

(ii) Estimated Cost Value (ECV) (₹ in Lakh) 21439.36862 Lakh

(iii) Time of Completion in Months 84 Months

(iv) Last Date of Uploading of Tender 08.06.2026

(v) Name of the Contractor

(vi) Address of the Contractor

S. No. Item Description Ref. Clause Requirement All coloured cells to be filled accordingly

1 Registration Any Contractor registered with the Central Government/ Any State Government or Any PSU or an agency of International or National repute may participate in the tender but registration with the Road Construction Department, Bihar will be essential after issuance of Letter of Acceptance and before execution of Agreement. As per NIT, Section 3, Clause 2.1.2, Section 4E.1, Form ELI-1, Section 4E.2, Form ELI-2

2 Bid Security (Bid Security can be paid through offline or online mode) (a) through offline mode in the form of Bank Guarantee of Nationalized/ Scheduled Bank duly endorsed/ pledged to Executive Engineer, Road Division Madhepura. ITB Clause 17 224.394 Lakh

(b) through online mode also i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS etc. Bids along with necessary online payment must be submitted through e-procurement portal https://eproc2.bihar.gov.in before the bid submission end date and the time specified.

3 Cost of BOQ Through online mode only i.e. Internet Payment Gateway, Net Banking, NEFT/RTGS etc. Bids along with necessary online payment must be submitted through e-procurement portal https://eproc2.bihar.gov.in before the bid submission end date and the time specified. As per NIT

4 Bid Validity Bids should be valid for not less than 180 days after bid submission end date or beyond any period of extension if requested. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive. ITB Clause 16 180 Days

5 Conflict of Interest No conflicts of interests in accordance with ITB Sub-Clause 4.3. Section 3, Clause 2.1.1, Letter of Bid

6 Bidder's Information Sheet Copies of original documents defining the constitution or legal status, place of registration, and principal place of business; written power of attorney of the signatory of the bid to commit the Bidder. Section 3: Clause 2.1.2, Section 4E.1, Form ELI-1

7 Joint Venture Information Sheet Copies of original documents defining the constitution or legal status, place of registration, and principal place of business of the Joint Venture. Section 3: Clause 2.1.2, Section 4E.2, Form ELI-2

8 Undertaking by the Joint Venture Partners On Non-Judicial Stamp Paper of Appropriate Value. Section 3: Clause 2.1.2, Section 4E.3, Form ELI-2.1

9 Pending Litigation Information regarding litigation. Section 3: Clause 2.2.1, Section 4E.5, Form LIT-1

10 Historical Contract Non-Performance Information regarding any litigation, arbitration or blacklisting, resulting from contracts executed by the Bidder in the last five years or currently under execution. The information shall include the names of the parties concerned, the disputed amount, cause of litigation, and matter in dispute. Section 3: Clause 2.2.2, Section 4E.4, Form CON-1

11 Net Profit Submission of audited balance sheets acceptable to the Employer, for the last five [5] years to demonstrate the current soundness of the bidders financial position and its prospective long term profitability. The Bidder should have made a Net Profit in any three [3] years in the last five [5] years. Section 3: Clause 2.3.1(a) Section 4E.6, Form FIN-1

12 Net Worth The Bidder should have made a Net Worth not less than 10% of Estimated Cost Value (ECV) in latest financial years of last [5] five years. Section 3: Clause 2.3.1(b) Section 4E.6, Form FIN-1 2143.936862 Lakh

13 Annual Turnover Annual Turnover in any one [1] year in last five [5] year must not be less than 40% of the Estimated Cost Value (ECV) excluding Provisional Sum(calculated as total certified payments received for Contracts in progress or completed, within the last five [5] years). Note: 1. Financial turnover and cost of completed works of previous financial years shall be given a weighting of 8% per year to update the costs. 2. Year 1 will be the latest completed financial year, preceding the bidding. Year 2 shall be immediately preceding year 1 and so on. In case the Bid Submission date falls within 3 (three) months of the close of the latest financial year, the bidder shall ignore such financial year for the purpose of its bid and furnish all its information and certification with reference to the 5 (five) years preceding its latest financial year i.e. 2025-26. For the avoidance of doubt, financial year shall, for the purpose of the Bid hereunder, mean the accounting year followed by the Bidder in the course of its normal business. Section 3: Clause 2.3.2 Section 4E.7, Form FIN-2 8575.747448 Lakh Financial Year Amount

14 Bid Capacity Bidders who meet the minimum Qualifying Criteria stipulated in Clause 2.1 to 2.6 will be qualified, only if, their Available Bid Capacity is more than the Total Bid Value of the Works. The Available Bid Capacity shall be assessed/ calculated as under: Assessed Available Bid Capacity = A x N x 1 - B Where; A = Maximum Value of Civil Construction & Maintenance Works executed in any One [1] year during the last five [5] years updated to the price level of financial year [2026-27] by the Bidder taking into account of the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value updated at the price level of financial year [2026-27] of existing commitments and on-going works to be completed by the bidder during the next 84 months or Sum of the values updated at the price level of financial year of [2026-27] the existing commitments and ongoing works to be completed by each of the JV partner during the next 84 months. However; where the bidders are bidding for more than one [1] Contract Packages, the Value of its other allotted works will be included in the value of ‘B’ and the Employer may write a letter to the bidder to submit self-declaration regarding allotment of new works other than the works declared in the bid. The bidder shall be obliged to submit the above details within the stipulated time and before the date of evaluation of technical bid. Any non-compliance in this regard by the bidder shall be treated as bid non-responsive and shall be liable for rejection of bid. The Bidder is to complete form of Current Contract Commitments as part of their Bid for the determination of this value and Current Contract Commitments must be duly certified by the Engineer-in-charge. Section 3: Clause 1.2.3 21439.36862 Lakh

15 Financial Resources The Bidder must demonstrate access to, or availability of, financial resources such as liquid assets, unencumbered real assets, lines of credit, and other financial means, other than any contractual advance payments to meet: Credit Lines/ Letter of Credit / Solvency Certificates from Banks etc. shall be not less than 10% of the total Estimated Cost Value. Section 3: Clause 2.3.3 Section 4E.8 & 4E.9, Form FIN-3, & FIN-3(a) 2143.936862 Lakh

16 Exiating Committements of on-going Works As Per S. No. 14 Section 3: Clause 1.2.3 Section 4E.10, FIN-4

17 General Experience Experience under Road Maintenance or Improvement Contract or Construction Contract as Contractor/ Sub-Contractor, SBD, CMBD, HAM, EPC, BOT, BOOT (Developers/ Operators) or Civil Works/Management Contractor for at least the last five [5] years prior to the applications submission deadline. Section 3: Clause 2.4.1 Section 4E.11, Form Exp-1

18 Specific Experience (a) Participation as Contractor, Management Contractor, or Sub-Contractor or BOT, BOOT Developer/Operator with in the last five [5] years, in Road Construction or Maintenance Works Contracts, of which upto two [2] Contracts have a Combined Values not less than 50% of Estimated Cost Value (ECV) and have been successfully completed/ substantially completed. The Works completed must be in similar nature to the Works & Services of the proposed Contract. For the purpose of the above requirement: (i) OPRMC Contracts shall be considered as substantially completed if the Contractor has completed 100% of Minor Improvement Works feasible, 100% of Initial Rectification Works feasible and 100% of Periodic Maintenance Works feasible. (ii) all other types of Contracts shall be considered as substantially completed if the Contractor has completed 90% of the Value of Works. Section 3: Clause 2.4.2 Section 4E.12, Form Exp-2(a) 10719.68431 Lakh

(b) For the above or other Contracts executed in any one [1] year, the Bidder must be executed the following minimum quantities of Works: Section 3: Clause 2.4.2 Section 4E.13, Form Exp-2(b) Unit Quantity

Concrete Works in Road Work including DLC: 50% of Estimated Quantities (IR+ MI including Strengthening) of any one [1] year which has maximum value. cum 3066.8

Non-Bituminous sub-bases and bases (GSB, WBM/WMM): 50% of Estimated Quantities (IR+MI including Strengthening) of any one [1] year which has maximum value. cum 0

Bituminous Treatment (BM/DBM/BC/SDBC/ Mastic Asphalt): 50% of Estimated Quantities (IR+MI including Strengthening+PM) of any one [1] year which has maximum value. cum 9759.07

Bituminous Cold Mix Treatment: 50% of Estimated Quantities of any one [1] year which has maximum value. cum 0

19 Personnel The Bidder must demonstrate that it has the personnel for the key positions that meet the following requirements. The Bidder should provide the details of the proposed personnel and their experience record using the Forms PER-1 and PER-2 of Section 4, Bidding Forms supported by the experience certificates duly countersigned by the respective clients. Section 3: Clause 2.5 Section 4, D.1, D.2, Form PER-1 & PER-2

Road Manager (1 No.): Maximum Age 65 Years, Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 3 Years. 1 No.

Maintenance Engineer (1 No.): Maximum Age 50 Years, Diploma in Civil Engineering/ Graduate in Civil Engineering with Min. Work Experience in construction and maintenance for 5 Years. 1 No.

Works Supervisor (1 No.): Maximum Age 40 Years, Preferably Diploma in Civil Engineering with Min. Work Experience in construction and maintenance for 2 Years./ any general degree holder with Min. Work Experience in construction and maintenance for 5 Years. 1 No.

Data Entry Operator (1 No.): Maximum Age 40 Years, Certified course in Computer Applications with Intermediate & above. 1 No.

20 Equipment The Bidder shall own at least One Hot Mix Plant (40-60 tonne/hour Capacity) not more than 15 years age. The Bidder must demonstrate & submit the supportive documents that it has or has access to (own/lease/hire etc. and to be procured) the key equipment (machinery) listed as under: Section 3: Clause 2.6 Section 4, D.3, Form EQU Minimum Number required

Equipment Type and Characteristics

10 Tonne Tipper Truck, Max Age 8 Years 6

Loader/Backhoe (0.5 m3 bucket), Max Age 8 Years 1+1(OM)

Excavator (0.75 m3 bucket), Max Age 10 Years 1

Sensor Paver (3.5 m), Max Age 10 Years 1

Bitumen Distributor (2000 litre), Max Age 10 Years 1

8-10 Tonne Vibratory Roller, Max Age 10 Years 1

Plate Vibrator (Compaction for Patch work), Max Age 5 Years 2

Emulsion Sprayer, Max Age 10 Years 1

Tractor or Rubber Tyred Dozer with adjustable Back Blade/Grader, Max Age 10 Years 1

Smooth Wheeled Roller 8-10 Tonne, Max Age 10 Years 2

Power Broom or Tractor Mounted Compressor, Max Age 10 Years 1

Wet Mix Plant, Max Age 10 Years 1

Generator 250 KVA, Max Age 10 Years 1

Concrete Mixer 0.4/0.28 cum, Max Age 10 Years 2

Baby Vibratory Roller, Max Age 10 Years 1

Fifth Wheel Bump Integrator duly Calibrated, Max Age 5 Years 1

Milling Machine, Max Age 10 Years 1

Road Marking Equipment, Max Age 5 Years 1

21 Initial Tentative Program of Performance To demonstrate a clear understanding of the requirements of the Contract, Bidders shall provide the following: (i) a bar chart sub-divided into sections for each road showing the major activities to be carried out for Ordinary Maintenance Works, Initial Rectification Works, Periodic Maintenance Works and Minor Improvement Works (separately for Improvement & Strengthening). (ii) activities shall be shown against time, with linkages shown between related/ sequential activities as far as possible and appropriate; (iii) a bar chart or schedule showing the usage of major plant, including those listed in Contractor’s Equipment. Duly supported with equipment planning and deployment, showing with broad calculations justifying the bidder’s capability for the execution and completion of the work as per the technical specifications and within the periods of completion as per the stipulated milestones. Section 4 Clause D6

22 Project Specific Information The Bidder shall provide the statements in respect to the following information: (a) Proposed methodology for undertaking Ordinary Maintenance (OM), Initial Rectification (IR), Periodic Maintenance including re-application of Road Marking (PM) and Minor Improvement including Strengthening (MI), and identification of road sections that major activities shall be applied. (b) Details of safety, traffic, environmental management aspects to be adopted by the Bidder. “As per the Checklist provided in Form OM-14 of Technical Specifications.” (c) Bidder’s experience in managing testing of work. (d) Statement indicating whether: i the Bidder accepts the Sample Quality Plan and if so, that the Bidder will provide an updated Quality Plan within the time frame stated in Clause 14.1 of Section 5A, if awarded the Contract; or ii the Bidder does not accept the Sample Quality Plan, in which case the Bidder will be required to provide its own Quality Plan in accordance with and within the time frame stated in 14.1 of Section 5A, and which as a minimum, includes the same level of detail as the Sample Quality Plan and explains the purpose, application, responsibilities and requirements to undertake works in accordance with the intent of the Contract, the general provisions for the occupational health and safety of employees and the public, environmental management requirements and the Statutory Laws of India Statement in respect to the Quality Plan. (e) All Bidders shall provide with their Bid a preliminary description of the proposed work method and program and resource schedules, including drawings and charts, as necessary. Section 4 Clause D7

23 Power of Attorney of Signatory of Bid. As Per NIT Section 4, ELI-1, ELI-2

24 Affidavit (a) Bidders will have to declare by affidavit that they have not been declared defaulter/rescinded/debarred/blacklisted by the State Govt./Central Govt./Public Undertaking. If such affidavit is subsequently found to be false, their tender shall not be considered and further legal action shall be initiated. As per NIT

(b) Bidders will have to declare by affidavit that they have not made misleading or false representations in the forms, statements and attachments uploaded in proof of the qualification requirements. Section 3, Clause 1.2.1

Evaluation shall be done as per the information & document attached with the Tender.

Executive Engineer, Road Division Madhepura

LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III)

FINANCIAL BID SHEET

(i) Name of Work: Long Term Output & Performance based Road Assets Maintenance Works Under Package 17A/ OPRMC-III/ Madhepura Division

(ii) Estimated Cost Value (ECV) (₹ in Lakh) ₹21439.36862 lakh

(iii) Time of Completion in Months 84 Months

(iv) Last Date of Uploading of Tender 08.06.2026

(v) Bid Security ₹ 224.394 lakh

(vi) Cost of BOQ As per NIT

(vii) Name of the Contractor

(viii) Address of the Contractor

Note: In case of discrepancy in figure & words, the rate quoted in words will be considered for financial bid evaluation.

Schedule 1 – Ordinary Maintenance Services Note: 1. Schedule-1 price is the full remuneration to the Contractor to carry out the Works and Services required in order to reach and maintain the service levels of the roads described in the Specifications and elsewhere in the Contract. It further includes the activities of the Contractor related to self-control, quality assurance and material testing, procurement, maintenance & operational charges of Patrol Maintenance Units (PMUs), Inspection vehicles and 5th wheel Bump-Integrator etc. 2. Schedule-1 shall include the costs associated with the Contractual Obligations which are not specifically provided elsewhere, including but without being limited to; the provision of insurances, securities, implementing quality plan requirements, HIV-AIDS Prevention measures, the procurement, maintenance & operational costs of PMU, all environmental, safety and traffic management requirements, conducting various inspections, survey, Inspection Vehicles etc. 3. No extra costs shall be paid for change in lane widths due to improvements taken up under this Contract/ other Contracts, as long as such cumulative changes do not increase the initial bituminous surface area under the Contract by more than 10%. The cost difference assessed by the Bidder, if any, is deemed to be included in the quoted Ordinary Maintenance Lump Sum cost. 4. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Description of Item Quantity Unit Amount in Figure (₹ INR) Amount in Words (INR)

1 Ordinary Maintenance Services in the following Roads (with chainage): - 84 months LS

Sl No. Road Name Chainage

(A) Operational Roads

1 Supaul-Singheswar road. 14.173 27.77

2 Purnea-Saharsa road. 0 2.34

3 NH-106 to NH- 107 Western byepass road 0 3.4

4 Karpoori chowk - Patarghat road 0 5.7

5 Murliganj-Babhangama- Bihariganj road. 17.875 21

6 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 56.30 to 79.30) 56.3 79.3

7 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 79.30 to 96.00) 79.3 96

8 NH-107 Left out portion Murliganj Bypass road. 115.89 121.11

9 NH-107 Left out portion Madhepura bypass road. 90.19 102.54

10 Kisunganj-Bihariganj road. 7.8 9.4

11 Gwalapara-Atalkha road. 0 6

12 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 96.00 to 106.387) 96 106.387

13 Alamnagar-Budhma-Malichowk road. 0 16

14 Khurhan-Parail-Ratwara-Kapasiya road 0 to 12 0 12

15 Khurhan- Parail-Ratwara- kapsiya Road. km 13 to 17 12 17

16 Chousa-Lowalagan-Vijayghat road. 7.08 12.7

17 Bihariganj-Yogiraj road. 0 13.15

18 Gamail-Makri road. 3.675 Km 0 3.675

19 Udakishunganj to Bhatgama Road. SH-58 0 29.48

(B) Notional Roads (Roads under DLP)

20 Baijnathpur- Litiyahi via Gamhariya Road. (National) 0.000 32.300

21 Left out Portion of NH-107 At Mathahi (National) 84.600 86.250

22 Gwalpara to Bihariganj Road (National) 0.000 9.050

23 Karma - Alamnagar Road. (National) 0.000 6.360

(C) Notional Roads (under Construction)

24 Chandani Chowk Madhepura (NH-107) to Pastpar (NH-106) via Murho, Hanuman Nagar Road (National) 0.000 10.813

Schedule 1 – Ordinary Maintenance Services (Lump Sum) Total Price 0.00

Schedule 2 – Initial Rectification Works Note: 1. As a guide a list of quantities of Initial Rectification Work activities have been provided in Section 5D of the Technical Specification to assist the Contractor with the completion of this schedule. The information supplied is indicative and minimum quantities to be executed. It should not be interpreted as the contractual requirement for these activities. The Contractor will assess the current road conditions and determine himself what works are needed to meet the desired service level criteria and performance standards. 2. The bidder shall quote its lump sum amount duly assessing the current condition and deterioration module of the roads. 3. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications

S. No. Item No. Description of Item Quantity (Excl. Notional Roads) Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

2 2.1 Repairs to bituminous carriage way wherever required to bring the specified service level for the damages pot holes, rut, cracks & depressions, delaminating, stripping, edge breaking, dig out etc. and any additional activity necessary to achieve the service level objective. 50.48 km 0

2.2 Repairs to shoulders /Construction of Earthen shoulders on both sides of the carriageway wherever required to bring the service level (with 3% camber) (i) Earthen Shoulder: (a) High Shoulder (b) Low shoulder (ii) Hard Shoulder: (a) Paved Shoulder/ Granular (b) Footpath 50.48 km 0

2.3 (a) Removal of jungle on both sides of the road to bring the service level by uprooting and burn to ashes (Clause 201)- Clearing & Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier 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, except forestation work done by other Government agencies. 0 km 0

(b) Plantation in medians and islands not maintained by other agencies.

(c) Pruning of trees to get 5.5 m height above the pavement.

2.4 Repairs and cleaning to Cross Drainage Works including Culverts and side drains (outside the area of Municipal Corporation and Nagar Parishad) to specified service levels by taking up required items ensuring to minimum quantity as per Section 5D of Technical Specification. 0 km 0

2.5 Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as; 180.324 km 0

(a) Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.

(b) Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.

(c) Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(d) Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(e) Fixing New and Maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(f) Providing New and Maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

2.6 Providing new and maintenance of existing Road marking as per IRC: 35/latest code- 0 km 0

(a) Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with (Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 latest code. The finished surface to be level, uniform & free from streaks & holes). i. Centre line, lane line marking as per IRC: 35 latest code or as per existing road markings. ii. Edge line marking for all lanes/ roads as per IRC:35 latest code or as per existing road markings. Ensuring minimum quantity as per Section 5D of Technical Specification.

(b) For Urban roads as mentioned in Appendix and as per the direction of Engineer-in-charge: Providing & fixing of reflective pavement markers (Road studs (Road Markers/Road Stud with micro prismatic Lense Reflector- Providing & fixing of road stud 100x100mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene) body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic Lence Reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

2.7 Repair and Painting of road side assets including painting of trees & poles on formation width; (a) Repair of dividers, road kerbs, islands, parapets and RCC/Brick drains (b) Painting of Trees and Poles Painting of road divider, island, parapets, kerbs etc. ensuring minimum quantity as per Section 5D of Technical Specification. 180.324 km 0

2.8 Any additional activities the Bidder considers necessary to achieve the Service Level Objective. km 0

Schedule 2 – Initial Rectification Works (Lump Sum) Total Price 0

Schedule 3(a) – Periodic Maintenance Works Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(a) 3(a) 1.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 507) - Providing and laying 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 @ 5.4 to 5.6 per cent 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 as per MORTH specification (5th revision) Clause No. 507 complete in all respects.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)1.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 39.025 km 0

3(a)1.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 69.79 km 0

3(a) 1.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC (Clause-507) - Providing and laying Bituminous Concrete 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 @ 5.4 to 5.6 per cent 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 as per MORTH specification (5th revision) Clause No. 507 complete in all respects.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)1.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 24.847 km 0

3(a)1.2.2 Double Lane with Paved Shoulders of width 10 M. 67.4 km 0

3(a) 2.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)2.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)2.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a) 2.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC (Clause-519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)2.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)2.2.2 Double Lane with Paved Shoulders of width 10 M. 0 km 0

3(a) 3.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)3.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)3.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a) 3.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)3.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)3.2.2 Double Lane with Paved Shoulders of width 10 M. 0 km 0

Schedule 3(a) – Periodic Maintenance Works (Lump Sum) Total Price 0

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(b) 3(b).1 Providing Re-Application of Thermoplastic Edge Line Marking at interval of minimum 2 years of previous application (including the road marking carried out under the Periodic Maintenance Works) in Single & Intermediate Lanes including auxiliary items as per the MORTH/ IRC latest Specifications & as per direction of Engineer-in-charge. 191.714 km 0

3(b).2 Providing Re-Application of Thermoplastic Road Marking at the interval of minimum 2 years in Double Lane and Multi Lanes including auxiliary items as per the MORTH/IRC latest Specifications & as per the direction of Engineer-in-charge with the following items of works to obtain the required service level 184.494 km 0

(a) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(b) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(c) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing & fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years (Lump Sum) Total Price 0

Schedule 4 – Minor Improvement Works (Unit Item Rates) Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

1 3.15 (i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. 80615.00 cum 0

2 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 6560.00 cum 0

3 3/5.02(i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom etc. all complete job as per direction of E/I including all taxes and cess. 46446.200 sqm 0

4 5.02(iii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on cement concrete surface 84362.250 sqm 0

5 5/5.11 Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) etc. all complete job as per direction of E/I including all taxes and cess. 84362.250 sqm 0

6 13/5.04 B Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.) for Grading II ( 19 mm nominal size) etc. all complete job as per direction of E/I including all taxes and cess. 3188.63 cum 0

7 14/5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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 as per MORT&H specification clause no. 507 complete in all respects. 78.62 cum 0

8 15/6.01 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, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during tria 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. 3810.00 cum 0

9 16/6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40 (Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, 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 11430.00 cum 0

10 17/14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 388.00 RM 0

11 18/15.11( A) C-(II) Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 8.4 cum 0

12 19/15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 25.2 cum 0

Schedule 4 – Minor Improvement Works (Unit Item Rates) Total Price 0

BID SUMMARY SCHEDULE

SCHEDULE Amount ₹ INR

Schedule 1 – Ordinary Maintenance Services 0.00

Schedule 2 – Initial Rectification Works 0.00

Schedule 3(a) – Periodic Maintenance Works 0.00

Schedule 3(b) – Re-Application of Road Marking 0.00

Schedule 4 – Minor Improvement Works 0.00

Total Bid Price (in figures) (Including all Taxes) 0.00

Total Bid Price (in Words) (Including all Taxes)

Note:- The rates and prices tendered in the Works Schedule shall allow for and include all plant, labour, supervision, testing, materials, mobilization, demobilization, maintenance, insurance, profit, taxes, levies and duties, together with all general risks, liabilities and obligations etc. set out or implied in the Contract.

Executive Engineer Road Division Madhepura

LONG TERM OUTPUT AND PERFORMANCE BASED ROAD ASSETS MAINTENANCE CONTRACT (OPRMC-III)

FINANCIAL BID SHEET

(i) Name of Work: Long Term Output & Performance based Road Assets Maintenance Works Under Package 17A/ OPRMC-III/ Madhepura Division

(ii) Estimated Cost Value (ECV) (₹ in Lakh) ₹21439.36862 lakh

(iii) Time of Completion in Months 84 Months

(iv) Last Date of Uploading of Tender 08.06.2026

(v) Bid Security ₹ 224.394 lakh

(vi) Cost of BOQ As per NIT

(vii) Name of the Contractor

(viii) Address of the Contractor

Note: In case of discrepancy in figure & words, the rate quoted in words will be considered for financial bid evaluation.

Schedule 1 – Ordinary Maintenance Services Note: 1. Schedule-1 price is the full remuneration to the Contractor to carry out the Works and Services required in order to reach and maintain the service levels of the roads described in the Specifications and elsewhere in the Contract. It further includes the activities of the Contractor related to self-control, quality assurance and material testing, procurement, maintenance & operational charges of Patrol Maintenance Units (PMUs), Inspection vehicles and 5th wheel Bump-Integrator etc. 2. Schedule-1 shall include the costs associated with the Contractual Obligations which are not specifically provided elsewhere, including but without being limited to; the provision of insurances, securities, implementing quality plan requirements, HIV-AIDS Prevention measures, the procurement, maintenance & operational costs of PMU, all environmental, safety and traffic management requirements, conducting various inspections, survey, Inspection Vehicles etc. 3. No extra costs shall be paid for change in lane widths due to improvements taken up under this Contract/ other Contracts, as long as such cumulative changes do not increase the initial bituminous surface area under the Contract by more than 10%. The cost difference assessed by the Bidder, if any, is deemed to be included in the quoted Ordinary Maintenance Lump Sum cost. 4. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Description of Item Quantity Unit Amount in Figure (₹ INR) Amount in Words (INR)

1 Ordinary Maintenance Services in the following Roads (with chainage): - 84 months LS

Sl No. Road Name Chainage

(A) Operational Roads

1 Supaul-Singheswar road. 14.173 27.77

2 Purnea-Saharsa road. 0 2.34

3 NH-106 to NH- 107 Western byepass road 0 3.4

4 Karpoori chowk - Patarghat road 0 5.7

5 Murliganj-Babhangama- Bihariganj road. 17.875 21

6 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 56.30 to 79.30) 56.3 79.3

7 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 79.30 to 96.00) 79.3 96

8 NH-107 Left out portion Murliganj Bypass road. 115.89 121.11

9 NH-107 Left out portion Madhepura bypass road. 90.19 102.54

10 Kisunganj-Bihariganj road. 7.8 9.4

11 Gwalapara-Atalkha road. 0 6

12 Balua-Jadiya-Mirganj-Murliganj-Udakishunganj (Km 96.00 to 106.387) 96 106.387

13 Alamnagar-Budhma-Malichowk road. 0 16

14 Khurhan-Parail-Ratwara-Kapasiya road 0 to 12 0 12

15 Khurhan- Parail-Ratwara- kapsiya Road. km 13 to 17 12 17

16 Chousa-Lowalagan-Vijayghat road. 7.08 12.7

17 Bihariganj-Yogiraj road. 0 13.15

18 Gamail-Makri road. 3.675 Km 0 3.675

19 Udakishunganj to Bhatgama Road. SH-58 0 29.48

(B) Notional Roads (Roads under DLP)

20 Baijnathpur- Litiyahi via Gamhariya Road. (National) 0.000 32.300

21 Left out Portion of NH-107 At Mathahi (National) 84.600 86.250

22 Gwalpara to Bihariganj Road (National) 0.000 9.050

23 Karma - Alamnagar Road. (National) 0.000 6.360

(C) Notional Roads (under Construction)

24 Chandani Chowk Madhepura (NH-107) to Pastpar (NH-106) via Murho, Hanuman Nagar Road (National) 0.000 10.813

Schedule 1 – Ordinary Maintenance Services (Lump Sum) Total Price 0.00

Schedule 2 – Initial Rectification Works Note: 1. As a guide a list of quantities of Initial Rectification Work activities have been provided in Section 5D of the Technical Specification to assist the Contractor with the completion of this schedule. The information supplied is indicative and minimum quantities to be executed. It should not be interpreted as the contractual requirement for these activities. The Contractor will assess the current road conditions and determine himself what works are needed to meet the desired service level criteria and performance standards. 2. The bidder shall quote its lump sum amount duly assessing the current condition and deterioration module of the roads. 3. Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications

S. No. Item No. Description of Item Quantity (Excl. Notional Roads) Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

2 2.1 Repairs to bituminous carriage way wherever required to bring the specified service level for the damages pot holes, rut, cracks & depressions, delaminating, stripping, edge breaking, dig out etc. and any additional activity necessary to achieve the service level objective. 50.48 km 0

2.2 Repairs to shoulders /Construction of Earthen shoulders on both sides of the carriageway wherever required to bring the service level (with 3% camber) (i) Earthen Shoulder: (a) High Shoulder (b) Low shoulder (ii) Hard Shoulder: (a) Paved Shoulder/ Granular (b) Footpath 50.48 km 0

2.3 (a) Removal of jungle on both sides of the road to bring the service level by uprooting and burn to ashes (Clause 201)- Clearing & Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier 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, except forestation work done by other Government agencies. 0 km 0

(b) Plantation in medians and islands not maintained by other agencies.

(c) Pruning of trees to get 5.5 m height above the pavement.

2.4 Repairs and cleaning to Cross Drainage Works including Culverts and side drains (outside the area of Municipal Corporation and Nagar Parishad) to specified service levels by taking up required items ensuring to minimum quantity as per Section 5D of Technical Specification. 0 km 0

2.5 Providing Road safety and informatory items complete as per IRC:67/latest code specifications such as; 180.324 km 0

(a) Providing and fixing new mandatory, cautionary and informatory Retro Reflectorized signage, ensuring minimum quantity as per Section 5D of Technical Specification.

(b) Maintenance of existing signages ensuring minimum quantity as per Section 5D of Technical Specification.

(c) Fixing new and maintenance of existing KM stones as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(d) Fixing New & Maintenance of existing Guard stones/ Guide post as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(e) Fixing New and Maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

(f) Providing New and Maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

2.6 Providing new and maintenance of existing Road marking as per IRC: 35/latest code- 0 km 0

(a) Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with (Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing & laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 latest code. The finished surface to be level, uniform & free from streaks & holes). i. Centre line, lane line marking as per IRC: 35 latest code or as per existing road markings. ii. Edge line marking for all lanes/ roads as per IRC:35 latest code or as per existing road markings. Ensuring minimum quantity as per Section 5D of Technical Specification.

(b) For Urban roads as mentioned in Appendix and as per the direction of Engineer-in-charge: Providing & fixing of reflective pavement markers (Road studs (Road Markers/Road Stud with micro prismatic Lense Reflector- Providing & fixing of road stud 100x100mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene) body resistant to minimum support a load of 13635 Kg and Fitted with micro prismatic Lence Reflector installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Specifications ensuring minimum quantity as per Section 5D of Technical Specification.

2.7 Repair and Painting of road side assets including painting of trees & poles on formation width; (a) Repair of dividers, road kerbs, islands, parapets and RCC/Brick drains (b) Painting of Trees and Poles Painting of road divider, island, parapets, kerbs etc. ensuring minimum quantity as per Section 5D of Technical Specification. 180.324 km 0

2.8 Any additional activities the Bidder considers necessary to achieve the Service Level Objective. km 0

Schedule 2 – Initial Rectification Works (Lump Sum) Total Price 0

Schedule 3(a) – Periodic Maintenance Works Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(a) 3(a) 1.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 507) - Providing and laying 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 @ 5.4 to 5.6 per cent 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 as per MORTH specification (5th revision) Clause No. 507 complete in all respects.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)1.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 39.025 km 0

3(a)1.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 69.79 km 0

3(a) 1.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC (Clause-507) - Providing and laying Bituminous Concrete 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 @ 5.4 to 5.6 per cent 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 as per MORTH specification (5th revision) Clause No. 507 complete in all respects.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)1.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 24.847 km 0

3(a)1.2.2 Double Lane with Paved Shoulders of width 10 M. 67.4 km 0

3(a) 2.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)2.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)2.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a) 2.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC (Clause-519) – Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 percent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required the grade, level and the thickness, all as specified in clause 519.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)2.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)2.2.2 Double Lane with Paved Shoulders of width 10 M. 0 km 0

3(a) 3.1 Providing Periodic Maintenance to Single and Intermediate Lanes including profile correction with the following items of works to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom

(b) BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.

(c) Maintenance of Shoulders as per MORTH Specification 305.

(d) Thermoplastic Edge Line Marking.

(e) Painting of Parapets, Kerbs, Islands, Dividers.

3(a)3.1.1 Single lane (Carriage way width < 3.75m) (30 mm thick BC). Rate shall be quoted assuming per kilometre carpet area as 3750m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)3.1.2 Intermediate lane (30 mm thick BC) (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a) 3.2 Providing 40mm thick BC for Periodical Maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0m) with the following items of work to obtain the required service level.

(a) Tack Coat (Clause-503) - Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

(b) BC 30mm (Clause 518) – Providing laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying compacting and finishing to specified grades and levels.

(c) Providing shoulder width 2.5m using with 3% camber to the required the service level for low shoulders as per MORTH Specification Clause 305.

(d) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(e) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(f) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing and fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

(g) Providing repairs & painting to median & kerbs, islands, dividers.

(h) Maintenance of shoulders as per MORTH Specifications- 305.

3(a)3.2.1 Double Lane - Rate shall be quoted assuming per kilometre carpet area as 7000m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre). 0 km 0

3(a)3.2.2 Double Lane with Paved Shoulders of width 10 M. 0 km 0

Schedule 3(a) – Periodic Maintenance Works (Lump Sum) Total Price 0

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

3(b) 3(b).1 Providing Re-Application of Thermoplastic Edge Line Marking at interval of minimum 2 years of previous application (including the road marking carried out under the Periodic Maintenance Works) in Single & Intermediate Lanes including auxiliary items as per the MORTH/ IRC latest Specifications & as per direction of Engineer-in-charge. 191.714 km 0

3(b).2 Providing Re-Application of Thermoplastic Road Marking at the interval of minimum 2 years in Double Lane and Multi Lanes including auxiliary items as per the MORTH/IRC latest Specifications & as per the direction of Engineer-in-charge with the following items of works to obtain the required service level 184.494 km 0

(a) Providing centre line and lane line marking (Hot Applied Thermoplastic compound 2.5 mm thick including reflect rising glass beads) as per IRC:35/latest code.

(b) Providing Continuous edge line marking (Hot Applied Thermoplastic compound 2.5mm thick including reflect rising glass beads) as per IRC:35/latest code.

(c) For Urban Roads as mentioned in Appendix and as per the direction of Engineer-in-Charge - Providing & fixing of reflective pavement markers Road Markers/Road Studs with micro prismatic Lense Reflector- Providing & fixing of road stud 100 x 100 mm, die-cast moulded from ASA (Acrylic Strene Acrylonitrite) High impact poly styrene or ABS (Acrylonitrile Butadiene Styrene).

Schedule 3(b) – Re-Application of Road Marking at the min interval of 2 years (Lump Sum) Total Price 0

Schedule 4 – Minor Improvement Works (Unit Item Rates) Note:Works and Materials shall be in accordance with the MORTH Specifications and as indicated in Technical Specifications.

S. No. Item No. Description of Item Quantity Unit Rate (in ₹ INR) Amount (₹ INR)

In fig. In words In fig. In words

1 3.15 (i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres. 80615.00 cum 0

2 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 6560.00 cum 0

3 3/5.02(i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom etc. all complete job as per direction of E/I including all taxes and cess. 46446.200 sqm 0

4 5.02(iii) Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on cement concrete surface 84362.250 sqm 0

5 5/5.11 Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.) etc. all complete job as per direction of E/I including all taxes and cess. 84362.250 sqm 0

6 13/5.04 B Dense Graded Bituminous Macadam (Providing and laying dense 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 @ 4.0 to 4.5% by weight of total mix 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 as per MoRTH specification clause No. 507 complete in all respects.) for Grading II ( 19 mm nominal size) etc. all complete job as per direction of E/I including all taxes and cess. 3188.63 cum 0

7 14/5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 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 as per MORT&H specification clause no. 507 complete in all respects. 78.62 cum 0

8 15/6.01 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, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during tria 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. 3810.00 cum 0

9 16/6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383 as per actual Design Mix, possessing 28 days minimum compressive strength of 40 (Forty) Mpa and 28 days minimum flexural strength of 4.5 (Four point five) MPa, 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 11430.00 cum 0

10 17/14.07 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 388.00 RM 0

11 18/15.11( A) C-(II) Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications. PCC Grade M15 8.4 cum 0

12 19/15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 25.2 cum 0

Schedule 4 – Minor Improvement Works (Unit Item Rates) Total Price 0

BID SUMMARY SCHEDULE

SCHEDULE Amount ₹ INR

Schedule 1 – Ordinary Maintenance Services 0.00

Schedule 2 – Initial Rectification Works 0.00

Schedule 3(a) – Periodic Maintenance Works 0.00

Schedule 3(b) – Re-Application of Road Marking 0.00

Schedule 4 – Minor Improvement Works 0.00

Total Bid Price (in figures) (Including all Taxes) 0.00

Total Bid Price (in Words) (Including all Taxes)

Note:- The rates and prices tendered in the Works Schedule shall allow for and include all plant, labour, supervision, testing, materials, mobilization, demobilization, maintenance, insurance, profit, taxes, levies and duties, together with all general risks, liabilities and obligations etc. set out or implied in the Contract.

Executive Engineer Road Division Madhepura