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.
Overview
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.
Audience
Contents
Structure
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.
| Asset Type | Description/Parameters | Unit |
|---|---|---|
| Main Carriageway | Total length (both sides), Average width (m) | km |
| Paved Shoulder | Length on either side, Average width (m) | km |
| Service Roads | Length on either side, Average width (m) | km |
| Toll Plazas | Number of plazas; locations (km) | Nos. |
| Laybyes | Number, Avg. length & width (m) | Nos., m |
| Medians | Length (km), Width (m); Concrete/Tiled or Shrubbed | km |
| Footpaths | Length on either side, Average width (m) | km |
| Safety Fencing | Total length (km); Types: New Jersey barrier, W-beam | km |
| Traffic Signs | Number by type: Informatory, Mandatory, Warning | Nos. |
| Bridge/CD Works | Number of culverts (pipe/box), bridges (major/minor), ROBs, flyovers | Nos. |
| Underpasses | Vehicular & Pedestrian underpasses | Nos. |
| Asset | Quantity | Avg. Width/Length | Remarks |
|---|---|---|---|
| Main Carriageway | X km | Y m | Both sides |
| Paved Shoulder | X km | Y m | Either side |
| Toll Plazas | N nos. | - | Locations to be specified |
| Layby |
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:
| Criteria | Requirement |
|---|---|
| Minimum Annual Turnover | ≥ 1.5 times estimated project cost |
| Experience | Completed ≥ 2 similar projects in last 5 years |
| Financial Solvency | Bank 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.
IRC SP 95: Bidding Documents & Instructions to Bidders - Key Points
The bidding documents include:
| Section | Particulars |
|---|---|
| 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.
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.
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:
| Criteria | Weightage (%) |
|---|---|
| Technical Compliance | 30-40 |
| Financial Strength | 20-30 |
| Past Experience | 20-30 |
| Price (Tender Amount) | 20-40 |
[ \text{Evaluated Price} = \text{Bid Price} + \text{Cost of Deviations/Adjustments} ]
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.
IRC SP 95: Conditions of Contract & Contract Data - Key Points
Order of precedence for interpretation:
| Clause No. | Subject | Notes |
|---|---|---|
| 4 | Engineer's Decisions | Engineer's authority on contract matters. |
| 16 | Contractor to Construct Works | Contractor responsible for execution. |
| 26 | Extension of Completion Date | Procedure for time extension. |
| 33 | Bill of Quantities | Basis for payments and variations. |
| 39 | Compensation Events | Events justifying claims for time/cost. |
| 43 | Security Deposit/Retention | Financial guarantees by contractor. |
| 44 | Liquidated Damages | Penalties for delay. |
| 49 | Taking Over | Procedure to hand over completed works. |
| 50 | Final Account | Final payment settlement. |
IRC SP 95: Road Maintenance Standards and Specifications
Part I: Road Maintenance Standards
Part II: Specifications for Road Maintenance Works
| Maintenance Type | Typical Specification |
|---|---|
| Pothole Repair Depth | 50-75 mm compacted layers |
| Crack Sealing Width | Cracks > 3 mm width sealed |
| Surface Dressing | Aggregate size: 10-14 mm, bitumen grade: VG-30 |
| Overlay Thickness | 25-50 mm depending on distress severity |
[ 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.
Roles & Responsibilities per IRC SP 95 (Clause references included):
| Party | Key Responsibilities | Reference Clause(s) |
|---|---|---|
| Employer | Provide site, approve manuals, insurance, dispute resolution | CI.1.1, 16.4.4, 10, 4.2 |
| Engineer | Contract decisions, approve drawings, issue work orders, inspections | 4.2, 13, 16.4 |
IRC SP 95: Planning, Reporting & Compliance Monitoring - Key Points
| Asset Type | Key Parameters to Report |
|---|---|
| Main Carriageway | Length (km), Average Width (m) |
| Paved Shoulder | Length (km), Average Width (m) |
| Toll Plazas | Number, Location (km) |
| Laybyes | Number, Length & Width (m) |
| Medians | Length (km), Type (Concrete/Shrubbed) |
| Traffic Signs | Number by Type (Informative, Mandatory, Warning) |
| Bridges & Culverts | Number & Type (Major/Minor, Pipe/Box Culverts) |
| Pavement Type | Max Roughness (mm/km) |
|---|---|
| New Flexible Pavement (Periodic Renewal) | 2000 |
| New Flexible Pavement (Riding Quality) | 2000 |
| Rigid Pavement | 2500 |
IRC SP 95: Insurance and Risk Management - Key Points
The Contractor must provide insurance covering:
Coverage Period: From Start Date to completion of Defect Liability Period
Named Insured: Jointly Employer and Contractor
Amounts & Deductibles: As per Contract Data
| Action | Max Response Time |
|---|---|
| Inform Police & Agencies; Provide first aid; Arrange safe traffic movement | Within 1 hour |
| Remove damaged vehicles; Clear site after police clearance | Within 6 hours |
| Insurance Type | Coverage Details |
|---|---|
| Works & Materials | Loss or damage during construction |
| Equipment | Loss or damage to contractor's equipment |
| Property (other than above) | Related to contract activities |
| Third Party Liability | Injury or damage claims by third parties |
| Automobile Liability | Vehicles used in contract execution |
| Workers' Compensation | Injury to contractor's workers |
| Employer's Liability | Liability towards employer |
| Other Insurances | As specified in contract |
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
IRC SP 95: Measurement, Payment & Bill of Quantities (BoQ) - Key Points
| Item | Measurement Basis | Payment Basis |
|---|---|---|
| Routine Maintenance | Lump sum | Lump sum |
| Periodical Renewal | Quantity (sq.m or cu.m) | Unit price × quantity |
| Profile Correction Course | Area (sq.m) | Unit rate × area |
| Flood Damage Repair | Volume or area | Unit rate × quantity |
| Special Repair Works | As per item description | Unit rate × quantity |
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.
Handling Variations and Compensation Events as per IRC SP 95
| Step | Responsibility | Timeline | Basis |
|---|---|---|---|
| Submit proposed rate + analysis | Contractor | Within 14 days of Variation Order | Supported by market and standard data |
| Assess and determine rate | Engineer | Within 1 month of submission | Prevailing market rates & standard data |
| Approval | Employer | After Engineer’s assessment | Final and binding |
[ \text{Payment for Variation} = \text{Quantity Executed} \times \text{Approved Rate} ]
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.
Defects Liability Period (DLP) & Defect Rectification - IRC SP 95 Key Points
Applicability:
Duration & Extension (Clause 31.2):
Defect Testing (Clause 30.2):
| Aspect | Specification |
|---|---|
| Defects Liability Period | As per Contract Data (usually 12 months) |
| Start Date | Date of Completion (Certificate) |
| Extension | Until defects are corrected |
| Routine Maintenance Works | DLP not applicable |
| Defect Testing Cost | Contractor pays if defect confirmed |
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.
Performance Security (Clause 46.1 & 43.3)
Liquidated Damages (Clause 44)
| Stage of Work Progress | Max Release Limit (% of retention) | Condition |
|---|---|---|
| 25% | Pro-rata based on 25% work done | Unconditional Bank Guarantee + 6% interest p.a |
| 50% | Pro-rata based on 50% work done | Same as above |
| 100% | Full retention money | Same 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.
IRC SP 95: Safety, Health & Environmental Requirements — Key Points
| Action | Max Response Time |
|---|---|
| Inform Police & agencies, provide first aid, arrange safe traffic movement | Within 1 hour |
| Remove damaged vehicles, clear site after police clearance | Within 6 hours |
| No tolerance for delay; caution and diversion signage mandatory if traffic blocked |
| Pavement Type | Max Roughness (mm/km) |
|---|---|
| Flexible Pavement (Periodic Renewal & PRQI) | 2000 |
| Rigid Pavement | 2500 |
Measured using calibrated Bump Integrator as per IRC:SP-16.
flowchart TD
A[Accident/Emergency Detected] --> B{Inform Police & Agencies}
B --> C[Provide First Aid & Transport Victims]
C --> D[Arrange Safe Traffic Movement]
| Aspect | Specification/Duration |
|---|---|
| Time for Completion | As per Contract Data + extensions |
| Taking Over by Employer | Within 7 days of Completion Certificate |
| Defects Liability Period | Typically 12 months (varies by work) |
| Final Account Submission | Post Taking Over |
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).
Frequently Asked
Minimum Qualification Criteria for Bidders under IRC SP 95
Joint Ventures: Not allowed (Clause 4.2).
Financial Turnover (Last 3 Years):
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:
Documents & Resources (Clause 4.3):
Subcontracting: Max 50% of initial contract value can be subcontracted (Clause 4.3D).
Integrity: No declaration of ineligibility for corrupt/fraudulent practices (Clause 3.2).
| Criteria | Requirement |
|---|---|
| Joint Venture | Not allowed |
| Financial Turnover | ≥ 30% of work value (avg. last 3 years) |
| Experience | 3×40%, or 2×50%, or 1×80% of work value |
| Documents | Affidavit + Equipment + Personnel proof |
| Subcontracting | ≤ 50% of contract value |
| Integrity | No corruption/fraud ineligibility |
This ensures bidders are financially sound, experienced, and adequately resourced.
According to IRC SP 95, service levels for granular and earthen shoulders are defined as follows:
| Parameter | Granular Shoulder | Earthen Shoulder |
|---|---|---|
| Crossfall | 2.5%, ≤ 4% tolerance | 1% above paved camber, 2.5-5% |
| Potholes | ≤ 5/km, max 300 sq.cm × 4 cm | Not allowed |
| Rutting | Max 40 mm/100 m | Not allowed |
| Edge drop | Max 50 mm/200 m | Max 50 mm/200 m |
| Vegetation | No vegetation allowed | Grass cover ≤ 100 mm allowed |
| Response time | 14 days; ponding within 48 hrs |
Contractor's Mandatory Insurance Coverages under IRC SP 95 (Clause 13):
Additional Requirements:
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This ensures comprehensive risk coverage protecting all parties involved during construction.
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).
| Aspect | Description |
|---|---|
| Defects Liability Period | As per Contract Data from Completion |
| Defect Notification | Engineer notifies Contractor before DLP ends |
| Defect Correction | Contractor must rectify defects |
| DLP Extension | Until defects are corrected |
| Testing Charges | Contractor pays if defects confirmed |
| Routine Maintenance Works | Excluded from DLP |
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This ensures accountability and quality assurance post-completion.
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.
| Maintenance Type | Measurement Basis | Payment Mode |
|---|---|---|
| Routine Maintenance | Lump sum | Entire contract period |
| Reactive Maintenance | Unit measurement | Based on actual work |
| FDR / SR | Work order basis | Reimbursed on approval |
| PR / PRQI | Work order basis | Based on BOQ rates |
This ensures transparent, contract-compliant measurement and payment aligned with quality and timely maintenance.
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