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Status: Completed & Handed OverContract No. TN-PWD/VG-204/2020 | Class 1 PWD Audited
Major River Crossing

Vaigai Basin Crossing

Vaigai River High-Level Prestressed Girder Bridge

24-span prestressed concrete girder bridge on bored cast-in-situ piles, carrying two lanes of traffic across a seasonal flood river with full scour protection.

Engineering Spec Sheet
payments
Contract Value
₹36.20 Cr
Item-rate contract, PWD schedule
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Timeline Performance
On Time
17.8 months against 18 months
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Client Principal
Tamil Nadu PWD
Public Works Department
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Safety & QA Audit
0 LTI
640,000 field man-hours
Main River Span
Main River Span
PSC girder deck over the active waterway
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Section 03 // Detailed Engineering Dossier

Scope of Work & Structural Compliance

Structural design and construction supervised to Indian Roads Congress bridge codes and PWD specification, with independent third-party material testing.

01

Pile Foundations & Substructure

  • arrow_right_altBored Cast-in-Situ Piles:Large-diameter piles driven through seasonal flood beds with cross-hole ultrasonic integrity logging on every shaft.
  • arrow_right_altWell Foundations:Steining sunk under bentonite with pneumatic sinking where the riverbed demanded.
  • arrow_right_altPier & Abutment Works:RCC piers and abutments cast in lifts with controlled temperature curing.
  • arrow_right_altScour Protection:Launching aprons and geotextile mattresses sized to the design flood velocity.
02

PSC Girder Superstructure

Multi-span prestressed concrete girder deck erected over the active waterway using launching trusses during low-flow windows.

Deck Span
24 Spans
PSC I-girder deck
Pile Diameter
1.2 Meters
Bored cast-in-situ
Loading
IRC Class 70R
Two-lane carriageway
Standards RegisterRev 2026
verified

Third-Party Independent Testing

Direct oversight and QA verification conducted by the Department of Civil Engineering, National Institute of Technology (NIT) Tiruchirappalli.

verified

Bridges & Flyovers Code Compliance

Executed to the applicable Indian Roads Congress, MoRTH or RDSO specification for this class of work, with records available for departmental audit.

Concrete Compressive Strength Curve (M40 Grade)NABL Accredited
Day 7 — target 28.0 MPa30.1 MPa · 107.5%
Day 14 — target 36.0 MPa37.9 MPa · 105.3%
Day 28 — target 40.0 MPa44.6 MPa · 111.5%
Batch plant tested: 960 SamplesStandard deviation: ±1.6 MPa
Capital Plant Assets

Dedicated Machinery Fleet Mobilised

View full TTK equipment directoryarrow_forward
Asset: PAV-09Active

Vögele Super 1800-3

High-compaction tracked asphalt paver with AB 500 TV screed, capable of continuous 8.5 m paving widths with laser sensor grade control.

Paving rate
700 Tonnes / Hour
Asset: ROL-14Active

Hamm 311 Tandem Rollers

11-tonne heavy tandem vibratory compactors with integrated HCM asphalt compaction meters, used to guarantee 98% laboratory density.

Linear load
30.5 kg / cm Front
Asset: CRN-03Active

SANY 150T Crawler Crane

Heavy-duty lattice boom crawler crane mobilised for tandem lifting and millimetre-accurate placement of 72-tonne PSC bridge girders.

Lift capacity
150 Metric Tonnes
Asset: BPL-02Active

Schwing Stetter M1.25

Fully automated on-site concrete batching plant with aggregate moisture sensors, chilled water dispensing and computerised micro-dosing.

Batching rate
60 m³ / Hour
Construction Logistics

Execution Milestones & Phasing Velocity

Chronological phasing of the critical path operations for this contract.

Month 01

Riverbed Survey & Cofferdam Mobilization

Bathymetric survey across the crossing, access bunds formed and piling rigs mobilised ahead of the monsoon window.

Month 06

Bored Pile Foundations Completed

All pile shafts cast and integrity-tested by cross-hole ultrasonic logging before substructure works began.

Month 11

Piers, Abutments & Bearing Plinths

RCC piers and abutments completed with controlled-temperature curing through the summer months.

Month 15

PSC Girder Launching & Deck Slab

Precast girders erected span by span using launching trusses during low-flow conditions, deck slab cast continuous.

Month 17.8

Wearing Course, Approach & Handover

On Time

Wearing course laid, approach embankments finished and the bridge opened to traffic on schedule.

format_quoteOfficial Client Endorsement

“The bridge was delivered within the sanctioned programme despite two monsoon seasons inside the contract period. Pile integrity records and cube results were complete and available at every stage of inspection.”

Er. R. Muthukumar, B.E. (Civil)

Executive Engineer, Public Works Department, Government of Tamil Nadu

verifiedCompletion Certified
Cert No.TN-PWD/VG/CC-2021/27
Signed & sealedMar 2021
Corridor Geometry

Vaigai High-Level Bridge Alignment

map

Total corridor length: 650 M

Paramakudi Approach to Ramanathapuram Bank

Span Configuration
24 × PSC Girders
Pile Diameter
1.2 m Bored Cast-in-situ
Scour Protection
Launching Apron + Mattress
Tender Procurement & Joint Ventures

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