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Model Contract Document for Maintenance of Highways

IRC SP 95 (2011) provides a comprehensive model contract document specifically designed for the maintenance of highways in India. It guides the preparation, bidding, execution, and management of highway maintenance contracts, including routine, reactive, and special repairs. The standard is essential for contractors, engineers, and agencies involved in highway asset management, ensuring clarity on service levels, contractual obligations, insurance, and quality standards throughout the contract period.

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624Clauses Indexed
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Roads and Bridges IRC- Indian road congress Category
Alternative search terms: IRC SP 95 PDF, IRC SP 95 pdf free download, IRC SP 95 free download pdf, IRCSP95 PDF, IRC-SP-95 PDF, IRC SP 95 2011 PDF, IRC SP 95:2011 PDF, IRC SP 95-2011 PDF, IRC SP 95 (2011) PDF, IRC SP 95 2011 edition PDF, IRC SP 95 edition 2011 PDF

What This Standard Covers

IRC SP 95 (2011) provides a comprehensive model contract document specifically designed for the maintenance of highways in India. It guides the preparation, bidding, execution, and management of highway maintenance contracts, including routine, reactive, and special repairs. The standard is essential for contractors, engineers, and agencies involved in highway asset management, ensuring clarity on service levels, contractual obligations, insurance, and quality standards throughout the contract period.

Who Uses This Standard

  • Highway Maintenance Contractors
  • Project Managers in Highway Works
  • Civil Engineers specializing in Road Infrastructure
  • Government Highway Agencies and Departments
  • Contract Administrators
  • Procurement Officers in Road Projects
  • Quality Assurance and Inspection Engineers

Key Topics Covered

Contract Bidding and Qualification Criteria
Scope of Maintenance Works including Routine and Special Repairs
Service Level Requirements for Shoulders, Drains, and Embankments
Roles and Responsibilities of Contractor and Engineer
Insurance Requirements and Risk Management
Preparation and Approval of Maintenance Manuals and Method Statements
Defects Liability Period and Defect Management
Measurement, Payment, and Bill of Quantities Procedures
Planning and Reporting Obligations of Contractor
Handling of Compensation Events and Contract Variations
Performance Security and Liquidated Damages
Safety, Health, and Environmental Provisions
Contract Completion and Taking Over Procedures

Table of Contents

1Scope

IRC SP 95: Scope - Key Specifications & Tables

The Scope defines the extent and components of highway maintenance works covered under the contract, guiding bidders on asset quantities and types.

Key Components & Approximate Quantities (Clause 1.6)

Asset TypeDescription/ParametersUnit
Main CarriagewayTotal length (both sides), Average width (m)km
Paved ShoulderLength on either side, Average width (m)km
Service RoadsLength on either side, Average width (m)km
Toll PlazasNumber of plazas; locations (km)Nos.
LaybyesNumber, Avg. length & width (m)Nos., m
MediansLength (km), Width (m); Concrete/Tiled or Shrubbedkm
FootpathsLength on either side, Average width (m)km
Safety FencingTotal length (km); Types: New Jersey barrier, W-beamkm
Traffic SignsNumber by type: Informatory, Mandatory, WarningNos.
Bridge/CD WorksNumber of culverts (pipe/box), bridges (major/minor), ROBs, flyoversNos.
UnderpassesVehicular & Pedestrian underpassesNos.

Important Notes:

  • Quantities are approximate; bidders must verify on-site per Clause 1.6.
  • Scope includes all assets relevant to the highway section.
  • Read in conjunction with Volume 2 Section VI Part-B for supplementary specs.

Summary Table Example (for Bidder's Guidance)

AssetQuantityAvg. Width/LengthRemarks
Main CarriagewayX kmY mBoth sides
Paved ShoulderX kmY mEither side
Toll PlazasN nos.-Locations to be specified
Layby
2Source of Funds and Eligible Bidders

IRC SP 95 does not explicitly provide detailed formulas or tables for Source of Funds or Eligible Bidders. However, based on standard bidding and procurement practices, here are key points:

Source of Funds

  • Typically refers to the financial backing for the project (e.g., government budget, loans, grants).
  • Must be clearly identified in tender documents.
  • Ensures transparency and financial capability to complete the project.

Eligible Bidders

  • Must meet prequalification criteria such as:
    • Financial capacity (minimum turnover, net worth)
    • Technical experience (similar completed projects)
    • Legal status (registration, licenses)
  • Bidders must submit proof of funds or bank guarantees.
  • Compliance with local laws and IRC guidelines.

Typical Qualification Metrics (Example):

CriteriaRequirement
Minimum Annual Turnover≥ 1.5 times estimated project cost
ExperienceCompleted ≥ 2 similar projects in last 5 years
Financial SolvencyBank solvency certificate or equivalent

flowchart TD
    A[Project Funding] --> B[Source of Funds Identified]
    B --> C[Bid Document Prepared]
    C --> D[Eligibility Criteria Defined]
    D --> E[Bidder Qualification Check]
    E --> F[Eligible Bidders Shortlisted]

Summary: IRC SP 95 treats "Bid" and "Tender" synonymously but does not specify formulas or tables for funds or eligibility. Use standard procurement norms for these aspects.

3Bidding Documents and Instructions to Bidders

IRC SP 95: Bidding Documents & Instructions to Bidders - Key Points

Contents of Bidding Documents (Clause 8.1)

The bidding documents include:

  • Instructions to Bidders
  • Forms of Bid and Bank Guarantee
  • Conditions of Contract
    • Part I: General Conditions & Contract Data
    • Part II: Special Conditions
  • Road Maintenance Standards & Specifications (Vol. III)
  • Schedule of Drawings
  • Bill of Quantities / Work Schedules
  • Summary of Assets
  • Any other relevant documents

Preparation of Bids (Clause 12.3)

SectionParticulars
1)Bid Notice
2)Instructions to Bidders
4)Conditions of Contract and Contract Data
5)Road Maintenance Standards & Specifications
6)Drawings (if any)

These documents are considered part of the bid even if not physically submitted.


Specifications for Instructions to Bidders:

  • Provide qualification forms for bidders.
  • Include bid submission procedures, deadlines, and formats.
  • Detail bank guarantee requirements for bid security.
  • Clarify evaluation criteria and contract award conditions.

Summary Diagram of Bidding Document Structure:

graph TD
A[Bidding Documents] --> B[Instructions to Bidders]
A --> C[Forms of Bid & Bank Guarantee]
A --> D[Conditions of Contract]
D --> D1[General Conditions & Contract Data]
D --> D2[Special Conditions]
A --> E[Road Maintenance Standards & Specifications]
A --> F[Schedule of Drawings]
A --> G[Bill of Quantities / Work Schedules]
A --> H[Summary of Assets]
A --> I[Other Documents]

For detailed forms and formats, refer to the specific annexures in IRC SP 95.

4Qualification and Bid Evaluation

IRC SP 95: Qualification and Bid Evaluation

IRC SP 95 focuses on selecting the lowest evaluated tender after post-qualification of bidders. It does not provide explicit formulas but outlines a procedural framework:

Key Points:

  • Qualification Information Forms: Collect bidder's financial, technical, and past experience data.
  • Bid Forms: Standardized formats for price and technical offers.
  • Bid Evaluation:
    • Evaluate bids based on lowest evaluated cost.
    • Post-qualification verifies bidder's capability (financial strength, experience, resources).
  • Pre-qualification: If done, adjust the process accordingly.

Typical Bid Evaluation Criteria (General Practice):

CriteriaWeightage (%)
Technical Compliance30-40
Financial Strength20-30
Past Experience20-30
Price (Tender Amount)20-40

Formula for Evaluated Bid Price:

[ \text{Evaluated Price} = \text{Bid Price} + \text{Cost of Deviations/Adjustments} ]


Simplified Bid Evaluation Flowchart:

flowchart TD
    A[Receive Bids] --> B[Check Completeness]
    B --> C[Technical Evaluation]
    C --> D[Financial Evaluation]
    D --> E[Post-Qualification of Lowest Bidder]
    E --> F{Qualified?}
    F -- Yes --> G[Award Contract]
    F -- No --> H[Next Lowest Bidder]
    H --> E

For precise forms and detailed criteria, refer to the project-specific "Instructions to Bidders" and tender documents aligned with IRC SP 95.

5Conditions of Contract and Contract Data

IRC SP 95: Conditions of Contract & Contract Data - Key Points

1. Contract Documents Hierarchy (Clause 2.3)

Order of precedence for interpretation:

  1. Notice to Proceed
  2. Letter of Acceptance
  3. Contractor's Bid
  4. Contract Data
  5. Special Conditions (Part II)
  6. General Conditions (Part I)
  7. Road Maintenance Standards & Specifications
  8. Priced Bill of Quantities
  9. Other documents listed in Contract Data

2. Important Definitions (Clause 1.1)

  • Contract Price: Price stated in Letter of Acceptance, adjusted per contract.
  • Defects Liability Period: Period post-completion when contractor must fix defects.
  • Engineer: Person responsible for supervision and contract administration.
  • Employer: Party employing the contractor.
  • Completion Date: Date by which works or parts must be completed.
  • Compensation Events: Events entitling contractor to claim extension or cost.

3. Key Clauses Overview (Section 4)

Clause No.SubjectNotes
4Engineer's DecisionsEngineer's authority on contract matters.
16Contractor to Construct WorksContractor responsible for execution.
26Extension of Completion DateProcedure for time extension.
33Bill of QuantitiesBasis for payments and variations.
39Compensation EventsEvents justifying claims for time/cost.
43Security Deposit/RetentionFinancial guarantees by contractor.
44Liquidated DamagesPenalties for delay.
49Taking OverProcedure to hand over completed works.
50Final AccountFinal payment settlement.

4. Contract Data & Undertakings (Information Forms 8.3 & 8.4)

  • Bidders must certify:
    • Validity of bids (period as per ITB Clause 15).
    • No abandonment or rescinded contracts in last 5 years.
    • Authorization to verify competence and reputation.
    • Agreement to provide further info if requested.

5. Contract Data Specifications

  • Part Completion: References to Works and Completion Dates apply to parts if
6Road Maintenance Standards and Specifications

IRC SP 95: Road Maintenance Standards and Specifications

Key Points from Section 5 (Part I & II)

  • Part I: Road Maintenance Standards

    • Defines acceptable serviceability levels for roads.
    • Specifies inspection frequencies and maintenance triggers based on pavement distress types (cracks, potholes, rutting).
    • Emphasizes routine, preventive, and periodic maintenance.
    • Typical maintenance standards include:
      • Pothole repair: Max patch size and depth.
      • Crack sealing: Width and type of cracks to seal.
      • Surface dressing: Frequency and aggregate size.
  • Part II: Specifications for Road Maintenance Works

    • Details material specifications (bitumen grade, aggregates).
    • Specifies layer thicknesses for overlays and patch repairs.
    • Provides equipment and workmanship standards.
    • Includes quality control tests (compaction, bitumen content).

Common Formulas & Tables (General Guidance)

Maintenance TypeTypical Specification
Pothole Repair Depth50-75 mm compacted layers
Crack Sealing WidthCracks > 3 mm width sealed
Surface DressingAggregate size: 10-14 mm, bitumen grade: VG-30
Overlay Thickness25-50 mm depending on distress severity

Example Formula: Pavement Serviceability Index (PSI)

[ PSI = 5 - (0.01 \times \text{Rut Depth (mm)}) - (0.02 \times \text{Crack Length (m/100 m)}) ]


flowchart TD
    A[Inspection] --> B{Distress Type?}
    B -->|Potholes| C[Pothole Repair]
    B -->|Cracks| D[Crack Sealing]
    B -->|Surface Wear| E[Surface Dressing]
    C --> F[Compaction & Quality Check]
    D --> F
    E --> F
    F --> G[Routine Maintenance Completed]

Note: IRC SP 95 provides guidance; adjust based on project-specific conditions and Employer requirements.

7Roles and Responsibilities of Employer, Engineer, and Contractor

Roles & Responsibilities per IRC SP 95 (Clause references included):

Employer

  • Provide Site, Contract Data, and Notice to Proceed (Clause CI.1.1).
  • Define Intended Completion Date and Contract Duration (Clauses 17, 26).
  • Approve Maintenance Manuals and Methodologies submitted by Contractor (Clause 16.4.4).
  • Manage Insurance requirements (Clause 10).
  • Oversee Labour Compliance and Safety (Clauses 57, 58).
  • Resolve disputes via Engineer (Clause 4.2).

Engineer

  • Acts as Employer’s representative to decide contractual matters (Clause 4.2).
  • Approve working drawings, method statements, and maintenance manuals (Clause 13).
  • Issue Work Orders for maintenance/improvement works (Clause 16.4.4).
  • Monitor Defect Liability Period and correction of defects (Clauses 31, 32).
  • Conduct inspections, audits, and tests (Clauses 23, 30).
  • Manage payment certificates and variations (Clauses 37, 34).

Contractor

  • Prepare and submit Methodology, Working Drawings, and Reports (Clause 13).
  • Execute works per contract, including routine and reactive maintenance (Clause 16.4.4).
  • Notify Engineer of need for FDR/SR works (Clause 16.4.4).
  • Maintain Safety and Health Plan at work sites (Clause 13.f).
  • Ensure personnel qualifications as per contract (Clause 9.1).
  • Comply with contractual obligations and defect liability (Clauses 4.2, 31).
  • Submit affidavits/undertakings for bid validity and work history (Information Form 8.4).

Summary Table of Key Roles

PartyKey ResponsibilitiesReference Clause(s)
EmployerProvide site, approve manuals, insurance, dispute resolutionCI.1.1, 16.4.4, 10, 4.2
EngineerContract decisions, approve drawings, issue work orders, inspections4.2, 13, 16.4
8Planning, Reporting, and Compliance Monitoring

IRC SP 95: Planning, Reporting & Compliance Monitoring - Key Points


1. Planning & Reporting (Clause 1.6 & 9.3.1)

  • Bidders must verify quantities & site assets themselves; no claims later.
  • Reporting compliance with Road Maintenance Standards must be done continuously in formats acceptable to the Engineer.
  • Use the provided asset inventory table for planning (carriageways, shoulders, medians, traffic signs, bridges, etc.).
Asset TypeKey Parameters to Report
Main CarriagewayLength (km), Average Width (m)
Paved ShoulderLength (km), Average Width (m)
Toll PlazasNumber, Location (km)
LaybyesNumber, Length & Width (m)
MediansLength (km), Type (Concrete/Shrubbed)
Traffic SignsNumber by Type (Informative, Mandatory, Warning)
Bridges & CulvertsNumber & Type (Major/Minor, Pipe/Box Culverts)

2. Compliance Monitoring (Clause 9.3.1 & Clause 6.16)

  • Contractor must continuously verify compliance with standards.
  • Immediate action for accidents/emergencies:
    • Inform police & agencies.
    • Provide first aid & transport.
    • Arrange safe traffic movement.
    • Remove damaged vehicles.
    • Clear site post-clearance.
  • Response Times:
    • Actions i) to iii): within 1 hour.
    • Actions iv) & v): within 6 hours.
  • No tolerance allowed for accident/emergency response delays.

3. Road Roughness Thresholds (Clause 8)

Pavement TypeMax Roughness (mm/km)
New Flexible Pavement (Periodic Renewal)2000
New Flexible Pavement (Riding Quality)2000
Rigid Pavement2500
  • Measurement by calibrated Bump Integrator as per IRC:SP-16.

4. Legal & Labour Compliance (Clause 8.33)

  • Contractor must comply with multiple labour laws (Minimum Wages Act, Child Labour Act, Contract Labour
9Insurance and Risk Management

IRC SP 95: Insurance and Risk Management - Key Points

Contractor's Insurance Obligations (Clause 13.1)

The Contractor must provide insurance covering:

  • Loss/Damage to Works and Materials
  • Loss/Damage to Equipment
  • Loss/Damage to Property (other than Works/Materials/Equipment)
  • Third Party Liability Insurance
  • Automobile Liability Insurance
  • Workers' Compensation
  • Employer's Liability
  • Other Insurances as specified

Coverage Period: From Start Date to completion of Defect Liability Period
Named Insured: Jointly Employer and Contractor
Amounts & Deductibles: As per Contract Data


Emergency & Accident Response (Clause 6.16)

ActionMax Response Time
Inform Police & Agencies; Provide first aid; Arrange safe traffic movementWithin 1 hour
Remove damaged vehicles; Clear site after police clearanceWithin 6 hours
  • No tolerance allowed for delays.
  • Contractor must install caution signs and inform road users about diversions via signs and radio.

Compliance Reporting (Clause 9.4)

  • Contractor's planning unit reports compliance with Service Levels in formats acceptable to Engineer.

Summary Table: Insurance & Risk Management

Insurance TypeCoverage Details
Works & MaterialsLoss or damage during construction
EquipmentLoss or damage to contractor's equipment
Property (other than above)Related to contract activities
Third Party LiabilityInjury or damage claims by third parties
Automobile LiabilityVehicles used in contract execution
Workers' CompensationInjury to contractor's workers
Employer's LiabilityLiability towards employer
Other InsurancesAs specified in contract

Practical Notes

  • Insurance values and deductibles should be clearly defined in Contract Data.
  • Immediate action on accidents is critical to minimize risk and liability.
  • Regular reporting ensures adherence to risk management protocols.
flowchart TD
    A[Start Date] --> B[Insurance Coverage Begins]
    B --> C[Construction Phase]
    C --> D[Defect Liability Period]
    D --> E[Insurance Coverage Ends]
    subgraph Insurance Types
        F[Works & Materials]
        G[Equipment]
        H[Property
10Measurement, Payment, and Bill of Quantities

IRC SP 95: Measurement, Payment & Bill of Quantities (BoQ) - Key Points

Bill of Quantities Content (Clause 33.1)

  • Lump-sum prices for Routine Maintenance of Road Assets.
  • Unit prices for:
    • Periodical Renewal Works.
    • Pavement Riding Quality Improvement Works.
  • Unit rates for:
    • Profile Correction Course.
    • Flood Damage Repair Works.
    • Special Repair Works.

Provisional Quantities (Clause 2.4.3)

  • BoQ includes provisional quantities for Full Depth Reclamation (FDR) and Special Repair (SR) works.
  • Contractor quotes unit rates for these provisional items.
  • Quantities are subject to variation and used only as required.

Typical Payment & Measurement Specifications:

ItemMeasurement BasisPayment Basis
Routine MaintenanceLump sumLump sum
Periodical RenewalQuantity (sq.m or cu.m)Unit price × quantity
Profile Correction CourseArea (sq.m)Unit rate × area
Flood Damage RepairVolume or areaUnit rate × quantity
Special Repair WorksAs per item descriptionUnit rate × quantity

Notes:

  • Quantities in BoQ are estimated; actual payment depends on measured work.
  • Unit rates must cover materials, labor, equipment, and overheads.
  • Measurement follows standard IS/IRC methods (e.g., length, area, volume).
flowchart LR
    A[Bill of Quantities] --> B[Lump Sum Items]
    A --> C[Unit Price Items]
    C --> D[Periodical Renewal]
    C --> E[Pavement Improvement]
    C --> F[Profile Correction]
    C --> G[Flood Damage Repair]
    C --> H[Special Repairs]
    A --> I[Provisional Quantities]
    I --> J[FDR/SR Works]

This structure ensures clear pricing, flexibility for variations, and transparent payment.

11Handling Variations and Compensation Events

Handling Variations and Compensation Events as per IRC SP 95

Key Clauses:

  • Clause 37.5: Valuation of variations and compensation events is included in the executed work value.
  • Clause 38.3: Items without rates in Bill of Quantities are deemed covered by other contract rates; no separate payment.
  • Clause 35.3: If variation rates are not pre-determined:
    • Contractor submits proposed rate with analysis within 14 days.
    • Engineer assesses and determines rate within 1 month based on market rates, standard data books, and district schedules.
    • Employer's approval is final and binding.

Rate Determination Process:

StepResponsibilityTimelineBasis
Submit proposed rate + analysisContractorWithin 14 days of Variation OrderSupported by market and standard data
Assess and determine rateEngineerWithin 1 month of submissionPrevailing market rates & standard data
ApprovalEmployerAfter Engineer’s assessmentFinal and binding

Important Notes:

  • Variations must be priced fairly to reflect actual work.
  • No payment for unpriced items unless approved.
  • Use standard data books and district public works schedules for rate analysis.

Summary Formula for Variation Payment:

[ \text{Payment for Variation} = \text{Quantity Executed} \times \text{Approved Rate} ]


Diagram: Variation Handling Workflow

flowchart TD
    A[Variation Order Issued] --> B[Contractor submits proposed rate + analysis (14 days)]
    B --> C[Engineer assesses rate (1 month)]
    C --> D[Employer approves rate]
    D --> E[Payment made as per approved rate]

References: IRC SP 95 Clauses 35.3, 37.5, 38.3, and related contract conditions.

12Defects Liability Period and Defect Rectification

Defects Liability Period (DLP) & Defect Rectification - IRC SP 95 Key Points

  • Applicability:

    • DLP does not apply to Routine Maintenance Works (Clause 31.4).
    • For other works, DLP is as per Contract Data, starting from the Date of Completion (Clause 31.5).
  • Duration & Extension (Clause 31.2):

    • DLP starts from the "Taking Over" certificate date.
    • If defects appear during DLP, the Engineer notifies the Contractor before DLP ends.
    • DLP is extended until all defects are rectified.
  • Defect Testing (Clause 30.2):

    • Contractor bears cost if tests (not originally specified) confirm defects.

Summary Table

AspectSpecification
Defects Liability PeriodAs per Contract Data (usually 12 months)
Start DateDate of Completion (Certificate)
ExtensionUntil defects are corrected
Routine Maintenance WorksDLP not applicable
Defect Testing CostContractor pays if defect confirmed

Defect Rectification Process (Simplified Flow)

flowchart TD
    A[Completion & Taking Over Certificate] --> B[Start Defects Liability Period]
    B --> C{Defects Noticed?}
    C -- Yes --> D[Engineer Notifies Contractor]
    D --> E[Contractor Rectifies Defects]
    E --> F{Defects Corrected?}
    F -- No --> D
    F -- Yes --> G[End of Defects Liability Period]
    C -- No --> G

Note: Always refer to Contract Data and Special Conditions for specific durations or additional requirements.

13Performance Security and Liquidated Damages

Performance Security (Clause 46.1 & 43.3)

  • Amount: 5% of contract price + additional security for unbalanced bids.
  • Validity: Up to 42 days after Defects Liability Period expiry (performance security) or 42 days after certificate of completion (additional security).
  • Form: Bank Guarantee from scheduled commercial bank or Fixed Deposit Receipt.
  • Early Release: Possible at 25%, 50%, and 100% financial progress stages on submission of unconditional Bank Guarantee with 6% p.a interest.
  • Maximum release: Pro-rata to gross value of work done.

Liquidated Damages (Clause 44)

  • Applied for delays or penalties as per contract terms.
  • Deducted from payments or performance security.
  • Specific rates and conditions should be in contract documents (not detailed in provided clauses).

Summary Table for Performance Security Release

Stage of Work ProgressMax Release Limit (% of retention)Condition
25%Pro-rata based on 25% work doneUnconditional Bank Guarantee + 6% interest p.a
50%Pro-rata based on 50% work doneSame as above
100%Full retention moneySame as above

flowchart TD
    A[Contract Award] --> B[Submit Performance Security (5% of contract)]
    B --> C[Work Progress 25%]
    C -->|Bank Guarantee + 6% interest| D[Partial Release of Retention]
    D --> E[Work Progress 50%]
    E -->|Bank Guarantee + 6% interest| F[Further Partial Release]
    F --> G[Work Completion]
    G --> H[Retention Money Full Release]
    H --> I[Performance Security Valid till +42 days after Defects Liability Period]

For exact liquidated damages rates, refer to contract-specific clauses or IRC SP 95 Appendix.

14Safety, Health, and Environmental Requirements

IRC SP 95: Safety, Health & Environmental Requirements — Key Points

1. Legal & Welfare Acts (Summary)

  • Pension, PF, Maternity Benefits: Ensure compliance with Pension Schemes, PF Act, Maternity Benefit Act (1961).
  • Labour Welfare Acts: Contract Labour Act (1970), Minimum Wages Act (1948), Payment of Wages Act (1936), Equal Remuneration Act (1979), Payment of Bonus Act (1965).
  • Labour Relations: Industrial Disputes Act (1947), Trade Unions Act (1926), Industrial Employment (Standing Orders) Act (1946).
  • Child Labour: Prohibited under Child Labour (Prohibition & Regulation) Act (1986).
  • Migrant Workers: Facilities mandated under Inter-State Migrant Workmen Act (1979).
  • Construction Workers: Safety & welfare under Building & Other Construction Workers Act (1996) with cess up to 2% of construction cost.
  • Factories Act (1948): Safety, health, welfare, working hours, accident reporting.

2. Road Maintenance Safety & Emergency Response (Clause 6.16)

ActionMax Response Time
Inform Police & agencies, provide first aid, arrange safe traffic movementWithin 1 hour
Remove damaged vehicles, clear site after police clearanceWithin 6 hours
No tolerance for delay; caution and diversion signage mandatory if traffic blocked

3. Road Roughness Limits (Clause 8)

Pavement TypeMax Roughness (mm/km)
Flexible Pavement (Periodic Renewal & PRQI)2000
Rigid Pavement2500

Measured using calibrated Bump Integrator as per IRC:SP-16.

4. Safety & Welfare Provisions on Site

  • Contractor must provide canteens, first-aid, ambulance, housing near workplace.
  • Registration and licensing mandatory for contractors and principal employers.
  • Compliance with all statutory labour laws is compulsory.

Summary Diagram: Emergency Response Flow

flowchart TD
    A[Accident/Emergency Detected] --> B{Inform Police & Agencies}
    B --> C[Provide First Aid & Transport Victims]
    C --> D[Arrange Safe Traffic Movement]
15Contract Completion and Taking Over

Key Specifications and Clauses on Contract Completion & Taking Over (IRC SP 95)

1. Completion of Works (Clause 44.1)

  • Contractor must complete the works within the Time for Completion specified or any approved extension.
  • Completion includes all works and services or specified parts.

2. Taking Over (Clause 49.1)

  • Employer shall take over the site and works within 7 days after the Engineer issues the Certificate of Completion.

3. Defects Liability Period

  • Starts from the Date of Substantial Completion.
  • Typical duration for asphalt pavement works: 12 months.
  • Contractor responsible for correcting defects during this period.

4. Final Account (Clause 50)

  • Prepared after completion and taking over.
  • Reflects all payments, variations, and adjustments.

Summary Table: Contract Completion & Taking Over

AspectSpecification/Duration
Time for CompletionAs per Contract Data + extensions
Taking Over by EmployerWithin 7 days of Completion Certificate
Defects Liability PeriodTypically 12 months (varies by work)
Final Account SubmissionPost Taking Over

Process Flow (Mermaid Diagram)

flowchart TD
    A[Contractor completes works] --> B[Engineer issues Completion Certificate]
    B --> C[Employer takes over site within 7 days]
    C --> D[Start of Defects Liability Period (12 months)]
    D --> E[Correction of defects by Contractor]
    E --> F[Final Account preparation and settlement]

Note: Contractor must also submit method statements, working drawings, and maintenance manuals for approval before completion (Clause 13). The contract includes provisions for extensions (Clause 26) and liquidated damages for delays (Clause 44).

Popular Questions About IRC SP 95

?What are the minimum qualification criteria for bidders under IRC SP 95?

Minimum Qualification Criteria for Bidders under IRC SP 95

  1. Joint Ventures: Not allowed (Clause 4.2).

  2. Financial Turnover (Last 3 Years):

    • Average annual turnover ≥ ~30% of the approximate work value (₹ Crore) as per NIT (Clause 4.3A a).
  3. Experience (Last 7 Years):
    Bidder must have satisfactorily completed similar works (bituminous or cement concrete roads) as lead contractor, concessionaire (≥26% equity), or nominated sub-contractor:

    • Option i: 3 works, each ≥ ~40% of work value
    • Option ii: 2 works, each ≥ ~50% of work value
    • Option iii: 1 work, ≥ ~80% of work value
      (Escalation factor applied to adjust past work values) (Clause 4.3A b).
  4. Documents & Resources (Clause 4.3):

    • Affidavit on stamp paper confirming data correctness.
    • Evidence of availability of construction equipment, technical personnel, skilled/unskilled labor (as per ITB Appendix).
  5. Subcontracting: Max 50% of initial contract value can be subcontracted (Clause 4.3D).

  6. Integrity: No declaration of ineligibility for corrupt/fraudulent practices (Clause 3.2).


Summary Table

CriteriaRequirement
Joint VentureNot allowed
Financial Turnover≥ 30% of work value (avg. last 3 years)
Experience3×40%, or 2×50%, or 1×80% of work value
DocumentsAffidavit + Equipment + Personnel proof
Subcontracting≤ 50% of contract value
IntegrityNo corruption/fraud ineligibility

This ensures bidders are financially sound, experienced, and adequately resourced.

?How does the standard define service levels for granular and earthen shoulders?

According to IRC SP 95, service levels for granular and earthen shoulders are defined as follows:

Granular Shoulders (Clause 6.2)

  • Crossfall: Maintain 2.5% with no undulations; level matches pavement edge.
  • Permissible Tolerances:
    • Crossfall: ≥ paved surface camber, ≤ 4% over 100 m in 1 km.
    • Potholes: Max 5 isolated per km, max size 300 sq.cm × 4 cm depth.
    • Rutting: Max 40 mm over 100 m length in 1 km.
    • Edge drop: Max 50 mm in 200 m length per km.
    • No obstructions except permitted traffic sign posts.
  • Response Time: Fix issues within 14 days; water ponding within 48 hours.
  • Measurement: Visual inspection, camber board, straight edge.

Earthen Shoulders (Clause 6.3)

  • Crossfall: 1% more than paved surface camber; no undulations or settlements.
  • Permissible Tolerances:
    • Crossfall: Between 2.5% and 5% over 100 m in 1 km.
    • Edge drop: Max 50 mm in 200 m length per km.
    • Grass cover height ≤ 100 mm.
    • No obstructions except permitted traffic sign posts.
  • Response Time: Fix issues within 14 days; water ponding within 3 days.
  • Measurement: Visual inspection, camber board, 3 m straight edge.

Summary Table

ParameterGranular ShoulderEarthen Shoulder
Crossfall2.5%, ≤ 4% tolerance1% above paved camber, 2.5-5%
Potholes≤ 5/km, max 300 sq.cm × 4 cmNot allowed
RuttingMax 40 mm/100 mNot allowed
Edge dropMax 50 mm/200 mMax 50 mm/200 m
VegetationNo vegetation allowedGrass cover ≤ 100 mm allowed
Response time14 days; ponding within 48 hrs
?What insurance coverages are contractors required to maintain during the contract?

Contractor's Mandatory Insurance Coverages under IRC SP 95 (Clause 13):

  • Coverage Period: From Start Date until completion of Defect Liability Period.
  • Insured Parties: Joint names of Employer and Contractor.
  • Required Insurance Types:
    • Loss or damage to Works and Materials.
    • Loss or damage to Equipment.
    • Loss or damage to property (excluding Works, Materials, Equipment) related to the contract.
    • Third Party Liability Insurance.
    • Automobile Liability Insurance.
    • Workers' Compensation.
    • Employer's Liability.
    • Any Other Insurances specified in Contract Data.

Additional Requirements:

  • Insurance policies and certificates must be submitted to the Engineer for approval before the Start Date.
  • Compensation must be payable in Indian Rupees.
  • Contractor must ensure Sub-Contractors maintain adequate insurance unless covered by Contractor’s policies.
  • If Contractor fails to provide insurance, Employer may procure it and recover costs from Contractor.

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This ensures comprehensive risk coverage protecting all parties involved during construction.

?How are defects identified and managed during the Defects Liability Period?

Defects Identification and Management during Defects Liability Period (DLP) as per IRC SP 95:

  • Defects Detection:
    Within the DLP (duration defined in Contract Data from Date of Completion), the Engineer inspects and identifies defects such as shrinkage, cracks, or faults.

  • Notification:
    Engineer must notify the Contractor of any defects before the DLP ends (Clause 31.2).

  • Extension of DLP:
    The DLP is extended until all notified defects are rectified (Clause 31.2).

  • Testing for Defects:
    If the Engineer orders additional tests (not originally specified) to confirm defects, the Contractor bears the cost of testing and samples if defects are found (Clause 30.2).

  • Exclusions:
    Routine Maintenance Works are excluded from DLP; their quality is governed by Service Quality Levels under Supplementary Specifications (Clause 31.4).


Summary Table

AspectDescription
Defects Liability PeriodAs per Contract Data from Completion
Defect NotificationEngineer notifies Contractor before DLP ends
Defect CorrectionContractor must rectify defects
DLP ExtensionUntil defects are corrected
Testing ChargesContractor pays if defects confirmed
Routine Maintenance WorksExcluded from DLP
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This ensures accountability and quality assurance post-completion.

?What procedures govern the measurement and payment for maintenance works?

Measurement and Payment Procedures for Maintenance Works (IRC SP 95):

  • Routine Maintenance Works (Clause 33.3) are measured and paid as a lump sum amount covering the entire contract period, as per the Bill of Quantities (BOQ).

  • Reactive Maintenance Works are measured on a unit basis with estimated quantities in the BOQ; payment is made according to actual work done.

  • Full Depth Repairs (FDR)/Surface Repairs (SR) require the Contractor to notify the Engineer for approval or may be initiated by the Contractor under specific conditions (Clause 16.4.4). Payment is reimbursed based on issued Work Orders and BOQ rates.

  • Periodical Renewal (PR)/Pavement Riding Quality Improvement (PRQI) works are executed upon Engineer’s instructions with payment based on BOQ items and unit rates.

  • Maintenance Manuals must be prepared and approved by the Engineer, detailing procedures and standards.

  • Quality Control: Contractor must maintain records of tests and supervise workmanship; no separate payment for quality control labs.

  • Inspections: Pre-monsoon and post-monsoon inspections are mandatory; maintenance proposals must be approved before execution.


Summary Table of Payment Types

Maintenance TypeMeasurement BasisPayment Mode
Routine MaintenanceLump sumEntire contract period
Reactive MaintenanceUnit measurementBased on actual work
FDR / SRWork order basisReimbursed on approval
PR / PRQIWork order basisBased on BOQ rates

This ensures transparent, contract-compliant measurement and payment aligned with quality and timely maintenance.

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