Expression of Interest (EOI) for INSTALLATION, COMMISSIONING AND OPERATION OF BRIDGE HEALTH MONITORING SYSTEM (BHMS) FOR VARIOUS OLD BRIDGES IN AHMEDABAD CITY

Technical Bid Physically by

at Office of Assistant

LAST DATE OF BID Manager (Projects),

SUBMISSION Ahmedabad Municipal

Corporation, Sardar Patel

Bhavan, Danapith.

Technical Bid will be

open on 02/09/2026 at

12:00 Hrs at Office of

DATE OF TECHNICAL BID Assistant Manager

OPENING (Projects), Ahmedabad

Municipal Corporation,

Sardar Patel Bhavan,

DATE OF PRICE BID OPENING To be intimated

Ahmedabad Municipal Corporation CONFIDENTIAL Page

AMC – Bridge Health Monitoring System | EOI

This Expression of Interest (EOI) is issued by the Ahmedabad Municipal Corporation (AMC) solely

for the purpose of inviting proposals from eligible and qualified firms/agencies for the installation,

commissioning, and operation of a Bridge Health Monitoring System (BHMS) for various old bridges

in Ahmedabad city.

This document is not a contract or an offer to contract. AMC reserves the right to accept or reject

any or all proposals, to annul the EOI process, and to reject all proposals at any time without thereby

incurring any liability to the affected applicants.

The information contained in this EOI or subsequently provided to applicants, whether verbally or in

documentary form, is subject to the terms and conditions set out in this EOI. AMC may, in its

absolute discretion, update, amend or supplement the information in this EOI.

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AMC – Bridge Health Monitoring System | EOI

TABLE OF CONTENTS

PART – I ,PROPOSED STANDARD CONDITION,SCOPE OF WORK, TECHNICAL

PROPOSAL,TERMS AND CONDITIOS.

Section -1. Introduction and Background

Section -2. Scope of Work

Section -3. List of Bridges – BHMS Coverage

Section -4. Technical Requirements – Sensors & Systems

Section -5. Eligibility Criteria & Qualification Requirements

Section -6. Proposal Submission Requirements

Section -7. Evaluation Criteria (QCBS)

Section -8. Contract Terms & Conditions

Section -9. Payment Terms

Section -10. Performance Security & Penalties

Section- 11. General Instructions to Bidders

PART – II , FINANCIAL PROPOSAL

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PART – I ,PROPOSED STANDARD CONDITION,SCOPE OF WORK

TECHNICAL PROPOSAL, TERMS AND CONDITIONS.

SECTION- 1: INTRODUCTION AND BACKGROUND

Ahmedabad, the largest city of Gujarat and one of the fastest-growing urban agglomerations in

India, is home to a large inventory of bridges constructed over the Sabarmati River and various

drainage channels, railways, and urban roads. Many of these bridges were constructed several

decades ago and are now ageing infrastructure assets that carry substantial vehicular and

pedestrian traffic loads.

The Ahmedabad Municipal Corporation (AMC), through its Road & Building (Engineering)

Department – Bridge Project Department, is responsible for the maintenance, safety inspection, and

structural integrity assessment of these bridges. In line with its commitment to public safety, asset

management excellence, and proactive infrastructure monitoring, AMC proposes to install a state-of-

the-art Bridge Health Monitoring System (BHMS) on select old bridges identified as priority

1.2 Objectives of BHMS

The primary objectives of installing BHMS on AMC bridges are:

• Real-time structural health monitoring and early warning of distress/damage

• Assessment of structural response under live traffic and environmental loading

• Reduction in the frequency and cost of manual inspections

• Data-driven decision-making for maintenance, repair, and rehabilitation planning

• Extension of service life of ageing bridges through timely interventions

• Compliance with MoRTH/IRC guidelines on bridge safety and inspection

• Integration with AMC's smart city infrastructure and asset management systems

• Measure vibration of bridge superstructure using triaxial accelerometer, linear displacement

at expansion joint location through LVDT and mid-span deflection through laser sensor.

• Prepare 3D FEA model in MIDAS/SOFISTIK and validate the model based on field results.

1.3 Applicable Codes and Guidelines

The BHMS shall be designed, installed, and operated in accordance with the following codes,

standards, and guidelines:

• IRC:SP-40-2020 – Guidelines on Bridge Health Monitoring

• IRC:6 – Standard Specifications and Code of Practice for Road Bridges, Section II – Loads

• IRC:SP-35 – Guidelines for Inspection and Maintenance of Bridges

• IS:1893 – Criteria for Earthquake Resistant Design of Structures

• IS:875 – Code of Practice for Design Loads

• MoRTH Circular on Bridge Health Monitoring (latest edition)

• FHWA Bridge Inspector's Reference Manual (for reference)

• Any other applicable BIS/IRC/ISO standards for sensors and data acquisition systems

1.4 About This EOI

This EOI is issued by AMC to invite proposals from technically and financially qualified firms for the

design, supply, installation, commissioning, operation, and maintenance of a BHMS for the identified

bridges. The contract will be awarded on the basis of Quality and Cost Based Selection (QCBS),

with a quality weightage of 70% and cost weightage of 30%.

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SECTION- 2: SCOPE OF WORK

The selected agency (hereinafter referred to as the 'Contractor') shall be responsible for carrying out

all activities related to the BHMS from inception to the completion of the O&M period.

The following list of sensors is indicative and represents the minimum parameters to be considered

for the Bridge Health Monitoring System (BHMS). The Successful Bidder shall propose the

appropriate type, quantity, location, and specifications of sensors for each bridge based on the

structural condition assessment, Finite Element Analysis (FEA), instrumentation design, and

monitoring objectives. The final sensor selection, quantity, and placement shall be reviewed and

approved by the Bridge Consultant and AMC prior to implementation.

Sr. Sensor Type Application in Bridge Monitoring

1 Strain Gauge Measures strain and stress in girders, beams, decks, and cables

2 Accelerometer Measures vibration, modal frequencies, damping, and seismic

3 Displacement Sensor Measures bridge deflection, expansion joint movement, and

(LVDT/Laser) settlement

4 Tilt Sensor (Inclinometer) Detects pier movement, foundation settlement, and deck

5 Crack Sensor (Crack Monitors crack initiation and propagation in concrete structures

6 Load Cell Measures traffic loads, bearing reactions, and structural loads

7 Temperature Sensor Monitors thermal effects on bridge expansion and stress

(RTD/Thermistor)

8 Humidity Sensor Measures environmental moisture affecting corrosion and

concrete durability.

9 Corrosion Sensor Monitors corrosion of reinforcing steel and prestressing

10 Wind Speed & Direction Measures wind loads acting on long-span bridges

11 Water Level Sensor Monitors flood conditions and river levels around bridge

12 Scour Sensor Detects erosion around bridge piers and foundations

13 Seismometer / Strong Records earthquake-induced bridge motion

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Note: The above list is indicative and not exhaustive. The Successful Bidder may propose additional

sensors or instrumentation, if required, to achieve the intended monitoring objectives. However, any

omission of the above sensors shall be technically justified and shall be subject to review and

approval by the Bridge Consultant and AMC.

The scope of work is divided into the following broad categories:

2.2 Phase I – Design and Engineering

• Detailed condition survey and assessment of each bridge listed under this contract

• Preparation of bridge-specific BHMS design including sensor layout, sensor type selection,

data acquisition architecture, monitoring parameters, real time monitoring, data processing

and analysis, alert and warning system, communication network, maintenance and

calibration, reporting and visualization, and control room design

• Structural analysis to identify critical sections for sensor placement using Finite Element

Analysis (FEA) or equivalent methodology

• Preparation of Installation Drawings, Technical Specifications, and Bill of Quantities for AMC

• Preparation of Software Architecture Document (SAD) and Monitoring Plan

• The successful bidder shall prepare a detailed Instrumentation and Sensor Placement

Plan for each bridge based on the structural condition assessment, bridge geometry,

Finite Element Analysis (FEA), and engineering judgment. The plan shall include:

• Type, quantity, and technical specifications of all sensors.

• Exact sensor locations and installation methodology.

• Sensor placement drawings indicating chainage, elevation, and structural member locations.

• Data Acquisition Unit (DAQ), communication network, power supply, and gateway layout.

• Wiring and/or wireless communication architecture.

• Structural monitoring philosophy, including the parameters to be monitored.

• The complete design package, including the instrumentation layout, sensor placement

drawings, and monitoring strategy, shall be reviewed and vetted by the Bridge

Consultant before implementation. Any observations or modifications suggested by

the Bridge Consultant shall be incorporated by the bidder.

• Submission of all design documents to AMC for review and approval prior to commencement

of installation

2.3 Phase II – Procurement, Supply, and Installation

• Procurement and supply of all sensors and gauges, data acquisition units (DAUs),

communication hardware, servers, and associated equipment as per approved specifications

• Installation of all sensors at designated locations, including all required mounting fixtures,

installation tools, protective materials, and accessories, ensuring proper functioning of the

system without causing any damage to the bridge structure.

• Laying of cable trays, conduits, junction boxes, and associated civil/electrical works for

cabling, power supply and backup system,

• Installation of Data Acquisition Units (DAUs) at bridge-level control panels or designated

• Establishment of communication infrastructure (fibre optic / wireless / 4G / 5G LTE) for data

transmission to the central monitoring station

• Installation of CCTV cameras for visual monitoring of critical bridge elements and traffic

• Installation and configuration of central monitoring servers at AMC's designated control

• Integration with AMC's existing GIS/asset management systems wherever applicable

• Installation of any sensors shall commence only after vetting from bridge consultant

and obtaining written approval from AMC.

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2.4 Phase III – Software Development and Deployment

• Development and deployment of a cloud-based or server-based Structural Health Monitoring

(SHM) software platform with real-time data visualization, trend analysis, and alert generation

• Development of a mobile application for iOS and Android platforms for field engineers and

senior officers of AMC

• Integration of automated alert/alarm system with threshold-based notifications (SMS, email,

and mobile push notification) to designated AMC officers

• Development of a dashboard for each bridge showing live sensor data, historical trends, and

• Implementation of AI/ML-based algorithms for damage detection and anomaly identification

• Integration of weather data (temperature, rainfall, wind) with structural response data

• Provision of video analytics for traffic counting, overloaded vehicle detection, and incident

2.5 Phase IV – Testing, Commissioning, and Calibration

• Factory Acceptance Testing (FAT) of all equipment prior to dispatch

• Site Acceptance Testing (SAT) after installation

• Load testing / ambient vibration testing for baseline data establishment

• Calibration of all sensors and instruments with test certificates from NABL-accredited

• Demonstration of system performance to AMC officials and third-party verification

• Preparation and submission of commissioning reports

• The Successful Bidder shall prepare and submit the Indication Matrix, Alarm Matrix, and Alert

Threshold Matrix for all monitored parameters. The matrices shall be reviewed and approved

by the Bridge Consultant and AMC prior to commissioning. Any observations or modifications

by consultant/AMC shall be incorporated by the Successful Bidder.

2.6 Phase V – Operation and Maintenance (O&M)

The Contractor shall provide comprehensive O&M services for a period of 5 (Five) years after

commissioning, which shall include:

• 24x7 automated monitoring of all sensor channels with real-time data availability

• Periodic inspection and maintenance of all sensors, DAUs, communication equipment, and

• Quarterly calibration checks and annual full calibration of all instruments

• Preparation and submission of Monthly Monitoring Reports to AMC

• Preparation and submission of Annual Health Assessment Reports for each bridge

• Provision of 24x7 helpdesk support for system-related queries

• Training of AMC engineers (minimum 10 persons) on operation of the BHMS platform and

data interpretation

• Replacement of any defective sensors or equipment within 72 hours of failure notification

• Provision of cyber security services including regular vulnerability assessments and software

All data generated by the BHMS shall be the exclusive property of AMC. The Contractor shall not

share, sell, or use the data for any commercial purpose without written consent of AMC. All data

shall be stored on secure servers with appropriate redundancy and backup mechanisms. A

minimum of 10 years of data storage shall be provided.

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2.8 MoRTH Applicability Table for BHMS

Sr. Indicative sensors / location Mode AMC applicability

Strain gauge, triaxial accelerometer

and temperature sensor on each

span. Corrosion sensors if within

Not typical for

km from coast line or high

current AMC list

chloride/sulphate environment. Continuous

1 Cable stayed bridges unless a future

Biaxial inclinometer on monitoring

superstructure of each span and

special bridge is

alternate piers if foundation rests on added.

marine clay. Acoustic sensors on

alternate piers.

Same as cable stayed bridges:

Applicable if AMC

strain, acceleration, temperature,

Continuous adds any

2 Extradoses bridges corrosion as applicable,

monitoring extradoses/signature

inclinometer and acoustic sensors

on alternate piers where applicable. bridge.

Same sensor family as above, with

span-wise strain, vibration and

Cable suspension Continuous Applicable if such

3 temperature monitoring and

bridges monitoring bridge is added.

foundation/pier sensors as

Strain gauge, triaxial accelerometer

and temperature sensor on each Applicable to long

Bridges of 100 m span span; corrosion sensor in high Continuous obligatory/special

or more chloride/sulphate exposure; biaxial monitoring spans if present in

inclinometer and acoustic sensor as AMC inventory.

per foundation/pier condition.

Bridges of span 60 m or Strain gauge, triaxial accelerometer,

more located within 15 temperature sensor and corrosion

Continuous where exposure or

5 km from coast line or sensor on each span; biaxial

monitoring span criteria are

high chloride/sulphate inclinometer if foundation rests on

environment. marine clay. met.

Strain, acceleration and temperature

sensors on each span; corrosion

Bridges more than 50 sensors in affected spans if signs of Fixed Highly relevant to

years old with total corrosion; inclinometers on affected intervals: old Sabarmati

length more than 300 m, girders/piers where one cycle bridges such as

6 and PSC balanced rotation/settlement is indicated; of 15 days Sardar Old, Gandhi

cantilever bridges of acoustic sensors near each at Old and Nehru

any span with central affected/scour-prone foundations; intervals of Bridge, subject to

hinge bearing. displacement transducers at pier 3 years AMC final selection.

cap/bearing locations if malfunction

Strain, acceleration and temperature

sensors on each

Bridges with spans of rehabilitated/retrofitted span;

Applicable if AMC

more than 40 m where corrosion sensors in affected spans

Continuous selects rehabilitated

7 major if signs of corrosion;

monitoring or retrofitted

rehabilitation/retrofitting inclinometers/acoustic/displacement

was undertaken. sensors where rotation, settlement, flyover/bridge spans.

scouring or bearing malfunction is

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Notes: ES means each span and A/P means alternate piers as used in the MoRTH circular. Where a bridge

has different span types, instrumentation shall be applied to the span type for which the sensor

category is specified. For this EOI, the exact sensor set for each selected span shall be approved by

AMC after review of bridge type, age, condition, span length, exposure, access and available

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SECTION 3: LIST OF BRIDGES – BHMS COVERAGE

The following bridges have been tentatively identified for installation of BHMS. AMC reserves the

right to add or remove bridges from this list prior to finalization of the contract. The Contractor shall

carry out independent condition assessment of each bridge prior to finalizing the BHMS design.

Sr. Bridge Name / Year of No. of Type of

No. Location Construction Spans Structure

1 Ellisbridge ( Swami 2001 434.5 28 PSC I Heritage structure;

Vivekanad Bridge), GIRDER high traffic

River Sabarmati

2 Sardar Bridge (OLD), 1940 523 24 RCC T High pedestrian,

River Sabarmati BEAM heavy traffic corridor

& vehicular load

3 Sardar Bridge (NEW), 2000 523 24 RCC T High pedestrian,

River Sabarmati BEAM heavy traffic corridor

& vehicular load

4 Nehru Bridge River 1959 442.25 13 PSC Box High pedestrian,

Sabarmati girder heavy traffic corridor

& vehicular load

5 Gandhi Bridge 1942 420 19 T BEAM High pedestrian,

(OLD), River DECK heavy traffic corridor

Sabarmati SLAB & vehicular load

6 Gandhi Bridge 2001 427 19 T BEAM High pedestrian,

(NEW), River DECK heavy traffic corridor

Sabarmati SLAB & vehicular load

7 Vasna Pirana Bridge 2006 828.75 2 PSC I High pedestrian,

(Ambedakar Bridge) GIRDER heavy traffic corridor

River Sabarmati & vehicular load

8 Vadaj dudheshwer 2011 756.52 2 PSC Box High pedestrian,

bridge (Dadhichi girder heavy traffic corridor

bridge) & vehicular load

9 Rajendra park 2021 860.81 2 PSC Box High pedestrian,

bridge(Only 50 girder heavy traffic corridor

Mtr.Obligatory span) & vehicular load

10 Gujarat college 2010 992.846 3 PSC Box High pedestrian,

bridge(only girder heavy traffic corridor

obligatory span) & vehicular load

11 Helmet fly over 2009 518.60 1 PSC Box High pedestrian,

bridge(only girder at heavy traffic corridor

obligatory span) junction & vehicular load

12 Shivranjani fly over 2008 305.00 1 PSC Box High pedestrian,

bridge(only girder at heavy traffic corridor

obligatory span) junction & vehicular load

13 AEC (Sola)fly over 2009 395.14 1 PSC Box High pedestrian,

bridge(only girder at heavy traffic corridor

obligatory span) junction & vehicular load

14 Income tax fly over 2019 815 1 Steel High pedestrian,

bridge(only composite heavy traffic corridor

obligatory span) girder at & vehicular load

Note: The above list of bridge locations is indicative only and has been provided for reference purposes. The

final bridge locations to be taken up under the project shall be identified and finalized by Ahmedabad

Municipal Corporation (AMC) based on project requirements, structural condition, traffic importance,

operational priorities, site feasibility, and other technical and administrative considerations.

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SECTION 4 : TECHNICAL REQUIREMENTS – SENSORS & SYSTEMS

4.1 General Requirements

All equipment supplied and installed shall be new, unused, of current manufacture, and from reputed

manufacturers with proven track record. Equipment specifications shall conform to or exceed the

minimum requirements listed below.

4.2 Structural Sensors

4.2.1 Vibration / Accelerometer Sensors

Parameter Specification

Type MEMS or Piezoelectric Triaxial Accelerometer

Measurement Range ±2g to ±4g (selectable)

Frequency Range 0.1 Hz to 100 Hz

Resolution ≤ 1 μg

Sensitivity ≥ 500 mV/g

Operating Temperature -20°C to +70°C

IP Rating IP67 or better

Communication RS-485 / Ethernet / Wireless

Noise Performance Standard deviation of the noise should be Less than 10 mm/s2

for acceleration under ambient vibration condition when

measured at 1000 Hz

Sampleling rate Selectable up to 2000 S/s

4.2.2 Strain Gauges / Load Cells

Parameter Specification

Type Vibrating Wire or Electrical Resistance Strain Gauge

Measurement Range ±3000 με

Accuracy ±0.1% of full scale

Resolution 0.5 με

Long-term Stability < 0.1% drift per year

Temperature Compensation Built-in thermistor

Accuracy ±2% reading individually calibrated to NIST standards

Length of Measurement 120mm+/-20mm

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4.2.3 Displacement / Settlement Sensors

Parameter Specification

Type Linear Variable Differential Transformer (LVDT) or

Laser/MEMS based

Measurement Range ±50 mm to ±200 mm

Resolution 0.01 mm

Accuracy ±0.1% of full scale

Operating Temperature -20°C to +70°C

4.2.4 Crack Width / Propagation Sensors

• Vibrating wire crack meters or fibre Bragg grating (FBG)-based sensors

• Range: 0–50 mm; Resolution: 0.01 mm; Accuracy: ±0.1%

• Corrosion-resistant housing with IP67 rating or better

4.2.5 Tilt / Inclination Sensors

• Biaxial tilt sensors for monitoring inclination of piers and towers

• Range: ±15 degrees; Resolution: 0.001 degree; IP67 rating

4.2.6 Corrosion Monitoring Sensors (for RC structures)

• Embedded or surface-mounted electrochemical corrosion sensors

• Parameters: Half-cell potential, linear polarisation resistance, chloride content

• Suitable for bridges in riverine/flood-prone environment

• The reference cell will be the ERE 20 standard MnO2/Ag-Agcl reference cell

• Installation with help of Core drilling minimum at 40mm.

4.3 Environmental Sensors

• Temperature and Humidity sensors (range: -20°C to 80°C; RH 0–100%)

• Wind Speed and Direction sensor (Anemometer): 0–70 m/s; accuracy ±2%

• Rainfall sensor / Rain gauge: Resolution 0.2 mm

• Water level sensors for monitoring flood levels at river bridges

• All environmental sensors shall be IP65 or better and shall comply with WMO standards

4.4 Data Acquisition System (DAS)

• Minimum 32-channel expandable to 64-channel DAU per bridge

• Sampling rate: Configurable from 1 Hz to 1000 Hz

• 16-bit or higher ADC resolution

• Onboard data storage: Minimum 128 GB solid-state drive

• Operating temperature: -20°C to +60°C

• Communication ports: Ethernet, RS-485, USB; wireless (Wi-Fi + 4G LTE) as backup

• Uninterruptible Power Supply (UPS) with minimum 4-hour battery backup

• All units shall be housed in weatherproof, lockable enclosures (IP55 minimum)

• Develop 3D FEA model of the particular bridge span using MIDAS / SOFISTIK software

4.5 Communication and Networking

• Primary communication: Optical fibre cable (OFC) where feasible

• Backup communication: 4G LTE with dual SIM failover

• End-to-end data encryption (AES-256 or equivalent)

• Central control room at AMC to receive data from all bridges simultaneously

• Data latency: ≤ 5 seconds for alarm conditions; ≤ 60 seconds for routine data

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4.6 Central Monitoring Software (CMS)

• Web-based platform accessible on standard browsers without proprietary plugins

• Real-time visualization of all sensor channels with graphical display

• User-configurable threshold alerts with multi-level alarm management

• Automated report generation: Daily, weekly, monthly, and annual

• Historical data query and export (CSV, PDF, Excel formats)

• GIS-integrated bridge inventory with location-based health status view

• Integration with AMC's existing SCADA/GIS/ERP systems via standard APIs (REST/JSON)

• Mobile application with role-based access control (RBAC) for AMC officers

• System uptime: ≥ 99.5% excluding scheduled maintenance

• Data shall be stored for a minimum period of 10 years with provision for cloud backup

4.7 Video Surveillance System

• Fixed dome/PTZ IP cameras at each bridge (minimum 4 cameras per bridge or as per site

condition to cover all part of the Bridge)

• Resolution: Minimum 5 MP; night vision (IR) capability

• Video analytics: Traffic counting, abnormal load detection, pedestrian crowd monitoring

• 30-day on-site video recording at 24 fps.

4.8 DAQ, Transmission and Power

• All sensors shall be connected to a synchronized aggregator / data acquisition system so

that data from all channels are time synchronized.

• DAQ shall read all sensors in synchronized manner and shall support multiple sensor

connections to avoid separate individual data loggers for each sensor.

• Reading unit shall support automatic, scheduled, long-term reading and storage of data on

local data logger, with remote connection through mobile modem, analogue modem, TCP/IP

or equivalent for programming and downloading.

• DAQ enclosure shall be suitable for bridge site environment, easy and safe to handle,

weather protected and at least IP67 unless AMC approves otherwise.

• DAQ and transmission system shall be powered by suitable AC/DC arrangement with

internal battery/UPS backup for uninterrupted operation during power failure.

• Data transmission shall be to AMC-approved server/cloud/storage location through secure

network. 4G/5G/OFC/Wi-Fi/Ethernet modes may be used as per site feasibility and AMC

• The consultant shall ensure proper data acquisition and data transmission during the three

working days of monitoring and shall submit raw and processed data as part of the final

6.2 Software, Dashboard and Reporting

 Software shall manage execution of measurements, sensor readings, local/remote storage,

access control and retrieval of data for the assignment period.

 System shall permit manual, semi-automatic or automatic collection; on-site or remote

operation; and static/dynamic measurement with predefined schedule.

 Data shall be stored as reports, tables, diagrams and electronic files. Storage shall prevent

data loss and permit prompt access to selected historical data.

 Dashboard shall provide real-time and historical presentation in graphical and tabular

format, conversion to SI units, noise filtering, threshold display and customized diagnostic

 Software shall enable warning/alarm generation if a defined parameter crosses the

approved threshold. Alerts shall be issued to AMC through email/SMS/app/portal as

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 Software shall compare combinations of measured values and allow extraction of real-time

and historical values in Excel/CSV/PDF or compatible formats.

 Analysis outputs shall cover deterioration indicators, additional stresses/forces/moments

due to rotation/tilt/movement, bearing/joint performance, corrosion/scour indicators and

need for corrective action.

 Software and analysis methodology for bridge health parameters, KPIs and threshold

interpretation shall be submitted to AMC for approval. AMC may take assistance from

IIT/NIT/technical expert and the consultant shall provide full support.

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SECTION 5: ELIGIBILITY CRITERIA & QUALIFICATION REQUIREMENTS

5.1 General Eligibility

• The Bidder shall be a Company registered under the Companies Act 1956/2013, or a

registered Partnership Firm.

• "Joint Ventures (JV) shall not be permitted for this work. However, Consortium participation

shall be allowed, provided that the Consortium Members execute a valid Memorandum of

Understanding (MoU) clearly defining the roles, responsibilities, and scope of work of each

member. The Lead Member shall be solely responsible for contract administration and all

Consortium Members shall be jointly and severally liable for the successful execution and

completion of the contract."The Bidder shall not be under any conflict of interest, debarment,

or blacklisting by any Central/State Government authority or PSU in India

• The Bidder shall have a valid GST registration, PAN, and EPF/ESIC registration

5.2 Technical Qualification

Sr. Criterion Minimum Requirement

1 Experience in BHMS/SHM installation on bridges/structures Minimum 3 completed

BHMS/SHM projects on

bridges or large civil structures

in last 7 years

2 Aggregate value of BHMS/SHM projects in last 7 years Minimum ₹ 5.00 Crore

3 Single project BHMS/SHM value Minimum 1 project ≥ ₹

4 Key Technical Personnel – Project Manager B.E./B.Tech in Civil/Structural

Engineering; minimum

years experience in

SHM/bridge engineering

5 Key Personnel – Sensor/Instrumentation Engineer B.E./B.Tech in

Electronics/Instrumentation;

minimum 7 years in SHM

instrumentation

6 Key Personnel – IT/Software Engineer B.E./B.Tech in CS/IT;

minimum 5 years in

SCADA/SHM software

7 OEM Authorization / Tie-up Must hold OEM authorization

from sensor/equipment

manufacturer(s)

8 ISO Certification ISO 9001:2015 or equivalent

Quality Management System

5.3 Financial Qualification

Sr. Criterion Minimum Requirement

1 Average Annual Turnover (last 3 financial years) Minimum ₹ 50 lakh per annum

2 Net Worth Positive net worth in last

consecutive financial years

3 Solvency Certificate / Credit Line Solvency of ₹ 40 lakh

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SECTION 6: PROPOSAL SUBMISSION REQUIREMENTS

6.1 Two-Envelope System

Proposals shall be submitted in two separate sealed envelopes/packets as follows:

• Envelope 1 – Technical Proposal (without any cost information)

• Envelope 2 – Financial / Price Proposal

6.2 Technical Proposal Contents

1. Cover letter on Bidder's letterhead

2. Company profile and organizational chart

3. Evidence of eligibility – Certificates of incorporation, GST, PAN, ISO, EPF

4. Experience documents – Work orders, completion certificates, and performance certificates

for previous BHMS/SHM projects

5. CVs of Key Personnel with supporting qualification and experience documents

6. Technical approach and methodology – including BHMS design philosophy, sensor selection

rationale, data management strategy

7. Proposed work plan and project schedule (Gantt chart) for Design, Installation,

Commissioning, and O&M phases

8. Equipment brochures and datasheets from sensor/equipment manufacturers

9. OEM authorization certificates

10. Financial statements – Audited Balance Sheets and P&L for last 3 years

11. Solvency certificate from a scheduled commercial bank

12. Power of Attorney in favour of authorized signatory

13. Anti-collusion certificate (as per Annexure format)

14. Integrity Pact (as per Annexure format)

15. Bid Security / Earnest Money Deposit (EMD) instrument

6.3 Financial Proposal Contents

• Duly filled and signed Financial Proposal Form (as per Annexure)

• Bill of Quantities (BoQ) with unit rates for all items (supply, installation, commissioning, and

• Break-up of costs: Phase I (Design), Phase II (Supply & Installation), Phase III (Software),

Phase IV (Commissioning), Phase V (O&M – per year)

• Taxes applicable (GST) to be shown separately

6.4 Bid Security (EMD)

Bidders shall furnish an Earnest Money Deposit (EMD) of ₹ 2,00,000 (Rupees Two Lakh only)

in the form of:

• Demand Draft drawn in favour of 'Ahmedabad Municipal Corporation' payable at

Ahmedabad, from a Scheduled Commercial Bank (list of approved Bank is attached on page

• Bank Guarantee from a Scheduled Commercial Bank in the format prescribed in Annexure

EMD is valid for 180 days from the last date of bid submission. EMD of unsuccessful bidders shall

be returned within 30 days of contract award. EMD of the successful bidder shall be adjusted

towards Performance Security or returned upon submission of Performance Security.

A.Guarantees issued by following banks will be accepted as SD/EMD on

permanent basis. All nationalized Banks B. Guarantees issued by following banks will be

accepted as SD/EMD for the period up to March- 31, 2026. The validity cut-off date in the GR

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AMC – Bridge Health Monitoring System | EOI

is with respect to the date of issue of Bank Guarantee irrespective of the date of termination of

Bank Guarantee.

1. Commercial Banks :-

2. A U Small Finance Bank

3. Bandhan Bank

4. Barclays Bank

5. City Union Bank

7. DBS Bank India Limited

9. Equitas Small Finance Bank

10. ESAF Small Finance Bank

11. Federal Bank

16. IDFC First Bank

17. Jammu and Kashmir Bank

18. Jana Small Finance Bank

19. Karnataka Bank

20. Karur Vysya Bank

21. Kotak Mahindra Bank

22. South Indian Bank

23. Standard Chartered Bank

24. Tamilnadu Mercantile Bank

25. Utkarsh Small Finance Bank

2. Co-operative and Rural Banks Of Gujarat :-

1. The Ahmedabad Mercantile Co-operative Bank Limited

2. Nutan nagrik Sahakari Bank Limited

3. Rajkot Nagarik Sahakari Bank Limited

4. Saraswat Co-operative Bank

5. SBPP Co-operative Bank

6. SVC Co-operative Bank

7. The Cosmos co-opretive Bank

8. The Gujarat State Co-Operative Bank

9. The Mehsana Urban Co-operative Bank Limited

10. The Surat District Co-operative Bank

11. The Surat Peoples Co-operative Bank

12. The Kalupur Commerical Co-operative Bank Limited

13. The Panchmahal District Co-operative Bank

14. The Baroda District Co-operative Bank

15. Baroda Gujarat Gramin Bank

16. Saurashtra Gramin Bank

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16. The above tenders shall be submitted only by contractors having valid registration in the

respective category.

17. The prescribed tender fee and E.M.D. shall be submitted in a sealed cover to the above

address within the stipulated time either by hand delivery, Registered A.D., Speed Post, or

18. Contractors shall compulsorily attach copies of Municipal Registration / Government

Registration along with the tender documents and other supporting documents. The tender

number and contact number must be clearly mentioned on the cover. The sealed cover must

clearly mention the Tender Notice Number, Tender Number, Name of Work, Contractor’s

Firm Name, and Contact Number. Contractors shall clearly mention the bank name, account

number, MICR number, and address in the tender documents.

19. Tender fee shall be paid through Pay Order / Demand Draft only. Separate tender fees shall

be paid for each tender.

20. Tenders submitted with insufficient tender fee, insufficient E.M.D., or without tender fee and

E.M.D. shall be treated as invalid (cancelled).

21. Earnest Money Deposit (E.M.D.) amounting to 1% of the tender value submitted along with

the tender shall be accepted only in the form of Bank Guarantee / Demand Draft / Pay Order

/ Local MICR Cheque. Separate E.M.D. shall be submitted for each tender. For works with

estimated cost up to Rs. 1 Crore, E.M.D. may be submitted in the form of Local MICR

Cheque, Demand Draft, Pay Order, or Bank Guarantee. For works with estimated cost above

Rs. 1 Crore, E.M.D. shall be submitted only in the form of Demand Draft, Pay Order, or Bank

22. Bank Guarantees issued only by banks located within Ahmedabad City shall be accepted.

23. The contractor shall compulsorily mention the name of the firm and mobile number on the

reverse side of the D.D./Cheque submitted towards Tender Fee and E.M.D. Contractorsshall

submit only those cheques and D.D.s issued after the date of issuance of the tender.

24. Conditional tenders shall be treated as rejected/cancelled.

25. If specifically mentioned in the tender, whenever the work is required to be suspended due

to monsoon as per departmental instructions, such period shall be considered for extension

of the work completion time. However, no price escalation shall be paid on this account.

Every tenderer shall take note of this condition.

26. The Municipal Commissioner shall have full authority to accept or reject any tender without

assigning any reason.

27. If there are any amendments or modifications in the tender, the contractor shall verify the

same from the prescribed website or office before the last date of submission and only

thereafter submit the tender.

28. Security Deposit / Performance Guarantee for works having estimated cost up to Rs. 1 Crore

shall be accepted in the form of Local MICR Cheque, Demand Draft, Pay Order, or Bank

Guarantee. For works having estimated cost above Rs. 1 Crore, the Security Deposit /

Performance Guarantee shall be accepted only in the form of Demand Draft, Pay Order, or

Bank Guarantee.

29. For tenders submitted through the online e-procurement website, the contractor/agency

shall submit signed and stamped hard copies of the tender documents without filling in the

price bid. If prices are mentioned in the hard copy, such tenders shall be rejected.

 The contractor shall not claim any additional payment for variation in quantities unless

approved by the competent authority.

 All taxes, duties, insurance, transportation, labour charges, and incidental expenses shall be

included in the quoted rates.

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FORM OF BID SECURITY (BANK GUARANTEE)

einafter called the Tendered) is desirous and preferred to tender for works in accordance

with the terms and conditions of tender for the work of

1. We hereby affirm that we are guarantors on behalf of the Tenderer up to total

rupees……………….. (in words............................................) Rs. (in figures) and we undertake

to pay to Municipal Commissioner, Ahmedabad Municipal Corporation, Ahmedabad Specified

tip to his first written demand, without demur, without delay and without the necessary of a

previous of judicial or administrative procedures and without the necessity to prove to the

Bank the defects or short comings or debits of the contractor any sum within the limit

2. We further agree that the Guarantee herein contained shall remain in full force and effect

during the period that would be taken for the acceptance of thetender.

However unless a demand of claim under this guarantee is made on it in writing on or before

the (Date to be specified will not be less than 180 days from the stipulated date of receiving the

tender) we shall be discharge from all liabilities under the guarantee thereafter.

3. We undertake not to revoke the guarantee during it currency except without consent of the

Municipal Commissioner, Ahmedabad Municipal Corporation in writing.

4. We lastly undertake not to revoke the guarantee for any charge in constitution of the Tenderer

Signature & Seal of Guarantor ...........................

5. The contractor shall have to furnish an income tax clearance certificate before his tender is

accepted and intimate assessment number and ward under which he is assessed.

6. Copies of certificate as regards previous experience, if any, must accompany the tender.

7. List of approved banks - Attached in Bid documents.

Seal and Signature of the Bidder Add. City Engineer

( Bridge Project)

Date: Ahmedabad MunicipalCorporation

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AMC – Bridge Health Monitoring System | EOI

Sr. Activity Date / Timeline

1 Date of EOI Issue 29/07/2026 to 31/08/2026

2 Last date for submission of queries/clarifications 06/08/2026 at 11.00 AM.

3 Tender Fees Rs.6,000.00

4 Pre-bid Meeting at AMC Office 06/08/2026 at 12:00 PM

5 Last date and time for Proposal Hard Copy Submission 01/09/2026 upto 16:00 hrs

6 Opening of Technical Proposals 02/09/2026 upto 12:00 hrs

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SECTION 7: EVALUATION CRITERIA (QCBS – 70:30)

7.1 Two-Stage Evaluation

Proposals will be evaluated in two stages: (a) Technical Evaluation, and (b) Financial Evaluation.

Only technically qualified bidders (scoring ≥ 70 marks out of 100 in technical evaluation) shall have

their financial proposals opened.

7.2 Technical Evaluation (70% weightage)

Sr. Evaluation Criteria Qualifying Marks

1 Firm's Experience in BHMS/SHM Projects (value, 25

scale, bridge type)

2 Technical Approach, Methodology, and Proposed 25

Sensor Technology

3 Qualifications and Experience of Key Personnel 20

4 Work Plan, Schedule, and O&M Strategy 15

5 Software Platform Capability and Past Deployments 15

TOTAL 100 70 (Minimum)

Note :- The agency shall be finally qualified based on the presentation evaluation and satisfactory

performance after the initial qualification process.

7.3 Financial Evaluation (30% weightage)

The lowest evaluated Financial Proposal (L1) shall be assigned 100 financial marks. Other bidders'

financial marks shall be calculated as: Financial Score = (L1 / Bidder's Price) ×

7.4 Combined Score

Combined Score = (Technical Score × 0.70) + (Financial Score × 0.30). The bidder with the highest

combined score shall be ranked first and recommended for award of the contract.

7.5 Presentation Schedule

Tentative schedule shall be as under:

a. After t h e opening of EOI document, AMC is authorized to invite the eligible

applicants to give presentation f o r (maximum 25 slides) to AMC authority within

maximum 10 days from the notice given. AMC may decide to invite bidders after short

listing process is completed based on the Qualification Criteria.

b. Consultant w.r.t to EOI has to give presentation Regarding their Organizational Strength,

Financial Strength, Similar work Experience and the Concept Design for Proposed “Bridge

Health Monitoring System” presentation will be held after the issuing of AMC notice.

Presentation to include;

• Background & Work-experience of the F i r m in maximum 5 slides

• Relevant work experience/ capacity against given Qualification Criteria

(Maximum 5 slides)

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SECTION 8: CONTRACT TERMS & CONDITIONS

8.1 Contract Duration

• Design and Engineering Phase: 2 months from date of award

• Supply, Installation, and Commissioning Phase: 6 months from AMC approval of designs

• Operation and Maintenance Phase: 5 years from date of commissioning (60 months)

• Total contract period: Approximately 7 years (84 months)

8.2 Liquidated Damages

In the event of delay in completion of any milestone, Liquidated Damages (LD) shall be levied at the

rate of 0.5% of the contract value per week of delay, subject to a maximum of 10% of the contract

value. LD shall be without prejudice to AMC's right to terminate the contract.

8.3 Defect Liability Period (DLP)

All equipment and installed systems shall carry a minimum Defect Liability Period of 5 (Five) years

from the date of commissioning. Any defects notified during the DLP shall be rectified by the

Contractor at no additional cost to AMC within 72 hours (for critical defects) and 7 days (for minor

8.4 Force Majeure

Standard Force Majeure provisions shall apply as per applicable laws. Flood, earthquake, act of

God, war, or statutory lockdown shall constitute Force Majeure events for the purpose of this

8.5 Governing Law and Dispute Resolution

• The contract shall be governed by the laws of India

• Disputes shall first be resolved through mutual negotiation within 30 days

• Unresolved disputes shall be referred to arbitration under the Arbitration and Conciliation Act,

1996 (as amended)

• The seat of arbitration shall be Ahmedabad, Gujarat

• The language of arbitration shall be English

8.6 Sub-contracting

The Contractor shall not sub-contract the entire work. Sub-contracting of specific components (civil,

electrical, cable laying) is permitted with prior written consent of AMC. The Contractor shall remain

fully responsible for the performance of all sub-contractors.

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SECTION 9: PAYMENT TERMS

Sr. Milestone % of Contract Value Conditions

1 Submission and AMC approval of 10% After AMC written

Detailed Design & Engineering approval

2 Delivery of all equipment at site (verified 20% Against delivery challan /

by AMC) inspection report

3 Completion of installation and cabling 20% Against joint

(70% physical progress) measurement /

4 Successful commissioning and SAT 25% After SAT report and

(100% completion) AMC acceptance

5 O&M charges – Year 1 (quarterly 5% (per year) Against quarterly O&M

installments) performance report

6 O&M charges – Year 2 to Year 5 5% each year Against quarterly O&M

(quarterly) performance reports

Total (Supply + Installation + O&M over 5 100%

Note: All payments shall be subject to deduction of applicable taxes at source (TDS) as per Income

Tax Act. Payments shall be processed within 30 days of receipt of undisputed invoice along with

supporting documents.

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SECTION 10: PERFORMANCE SECURITY & PENALTIES

10.1 Performance Security

The successful Contractor shall furnish a Performance Security equivalent to 5% of the contract

value within 15 days of issuance of Letter of Award (LOA). The Performance Security shall be in the

form of a Bank Guarantee from a Scheduled Commercial Bank, valid for the entire contract period

10.2 Service Level Agreement (SLA) – Penalty Matrix

SLA Parameter Threshold

incident/month)

System uptime per month < 99.5% ₹ 5,000 per 0.1% shortfall

Response time for critical alarm > 72 hours ₹ 10,000 per hour delay

restoration beyond 72 hrs

Response time for minor defects > 7 days ₹ 5,000 per day delay

Monthly report submission delay > 7 days after month end ₹ 2,000 per day of delay

Annual health report submission delay > 30 days after year end ₹ 5,000 per day of delay

Sensor channel availability per bridge < 95% ₹ 3,000 per channel per

month below 95%

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SECTION 11: GENERAL INSTRUCTIONS TO BIDDERS

All proposals and correspondence shall be in English. Supporting documents in Gujarati or Hindi

may be accompanied by a certified English translation.

11.2 Pre-Bid Meeting

A pre-bid meeting shall be held at Office of City Engineer, 2nd floor, Block-C, Sardar Patel Bhavan,

Danapith, Ahmedabad Municipal Corporation Ahmedabad on the date notified. Queries shall be

submitted in writing or email to [email protected],in /

[email protected],in at least 3 days prior to the meeting. Responses to queries shall

be issued as an Addendum and shall form part of the EOI.

11.3 Proposal Validity

Proposals shall remain valid for a minimum period of 180 days from the last date of submission.

AMC may request extension of validity period if required.

11.4 Amendment to EOI

AMC reserves the right to issue addenda or clarifications to this EOI at any time before the closing

date. All addenda shall be uploaded on the AMC portal and e-tender portal and shall be binding on

11.5 Site Visit

Bidders are strongly advised to visit the bridge sites before submission of their proposals. AMC shall

arrange a guided site visit on a notified date. Bidders shall not make any claim arising from lack of

familiarity with site conditions.

This EOI and all related documents are confidential and are issued solely for the purpose of

proposal preparation. Bidders shall not disclose the contents to third parties except on a need-to-

know basis for preparation of the proposal.

11.7 Right to Reject

AMC reserves the unconditional right to reject any or all proposals without assigning reasons. No

bidder shall have any right to compensation for any cost incurred in preparation or submission of

11.7 Duration of Work.

The duration of operation and maintenance of the Bridge Health Monitoring System (BHMS) shall be

as per the applicable MoRTH Guidelines ( Section 2, cluase no. 2.8).In the absence of specific

provisions in the guidelines, or where required due to site conditions, bridge condition, or operational

requirements, the monitoring period shall be as determined and finalized by the Authority.

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11.8 Contact Details

Contact Officer: Additional City Engineer (Bridge)

Department: Bridge Project Department

Address: Office of City Engineer, 2nd floor, Block-C, Sardar Patel Bhavan,

Danapith, Ahmedabad Municipal Corporation Ahmedabad

Email: [email protected],in /

[email protected],in

Phone: +91-79-25391818 (Office)

Tender Portal: https://tender.nprocure.co.in

SECTION 12: ANNEXURES

List of Annexures

• Annexure A – Proposal Submission Checklist

• Annexure B – Technical Proposal Form

• Annexure C – Format: Covering Letter / Power of Attorney

• Annexure D – Format: Earnest Money Deposit (Bank Guarantee)

• Annexure E – Format: Performance Security (Bank Guarantee)

• Annexure F – Format: Anti-Collusion Certificate

• Annexure G – Format: Integrity Pact

• Annexure H – CV Format for Key Personnel

• Annexure I – Performa : Experience Certificate for Past BHMS/SHM Projects

• Annexure J – Draft Contract Agreement

• Annexure K – SLA Monitoring and Reporting Template

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ANNEXURE A – PROPOSAL SUBMISSION CHECKLIST

Sr. Document / Item

1 Cover Letter on Bidder's Letterhead

2 Company Registration Certificate

3 GST Registration Certificate

4 PAN Card Copy

5 ISO 9001:2015 Certificate

6 EPF/ESIC Registration

7 Power of Attorney in favour of Authorized Signatory

8 Audited Balance Sheets – Last 3 Years

9 Profit & Loss Account – Last 3 Years

10 Solvency Certificate from Scheduled Bank

11 Experience Certificates – BHMS/SHM Projects (min. 3 projects)

12 Work Orders / LOAs for past projects

13 OEM Authorization Certificates

14 CVs of Key Personnel (PM, Sensor Engg., IT Engg.)

15 Technical Approach and Methodology

16 Proposed Work Plan / Project Schedule (Gantt Chart)

17 Equipment Datasheets and Brochures

18 Software Platform Description and Screenshots

19 Earnest Money Deposit (DD / BG)

20 Anti-Collusion Certificate (Annexure G)

21 Integrity Pact (Annexure H)

22 Financial Proposal Form (Separate sealed envelope – Envelope 2)

23 BoQ with Unit Rates (Separate sealed envelope – Envelope 2)

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ANNEXURE B – TECHNICAL PROPOSAL FORM

(To be submitted on the Bidder's letterhead)

Office of City Engineer,

2nd floor, Block-C,

Sardar Patel Bhavan, Danapith,

Ahmedabad Municipal Corporation Ahmedabad 380

Subject: Technical Proposal for Installation of Bridge Health Monitoring System (BHMS) – EOI No.

AMC/R&B/BPD/BHMS/2025-26/01

We, the undersigned, having carefully examined the EOI document, terms and conditions, scope of

work, and all related documents for the above captioned project, hereby submit our Technical

Proposal. We confirm that we have understood all requirements and our proposal is in full

compliance with the EOI unless specific deviations are listed in a separate deviation statement.

We certify that:

1. The information submitted is true and accurate to the best of our knowledge.

2. Our firm is not blacklisted or debarred by any authority in India.

3. We have no conflict of interest with any AMC project or official.

4. We accept all terms and conditions of the EOI.

Signature of Authorized Signatory: ________________________________

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ANNEXURE C – ANTI-COLLUSION CERTIFICATE

(To be submitted on the Bidder's letterhead)

I/We ________________________________ [Name of Bidder/Authorized Representative], hereby

certify that the rates quoted in our Financial Proposal have been arrived at independently without

any consultation, communication, agreement, or understanding with any other Bidder or prospective

Bidder for the purpose of restricting competition.

We further certify that we have not disclosed the rates quoted in our Financial Proposal, directly or

indirectly, to any other Bidder or to any competitor, and will not do so prior to bid opening.

Name & Designation: _________________________

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ANNEXURE D – INTEGRITY PACT

This Integrity Pact is entered into on _____________ between Ahmedabad Municipal Corporation

(hereinafter called the 'Principal') and ________________________________ (hereinafter called

the 'Bidder/Contractor').

The Principal and the Bidder/Contractor agree as follows:

30. The Bidder/Contractor shall not offer, directly or indirectly, any undue advantage to any

employee or officer of AMC in connection with this contract.

31. The Bidder/Contractor shall not enter into any collusive arrangement with other Bidders for

the purpose of manipulating the evaluation process.

32. The Bidder/Contractor shall not engage in any fraudulent practices, misrepresentation, or

falsification of documents.

33. The Principal shall treat all Bidders equally and with transparency in the procurement

34. Breach of this Integrity Pact by the Bidder/Contractor shall entitle AMC to forfeit the

EMD/Performance Security and blacklist the Bidder.

Signed for and on behalf of AMC: _________________________

Signed for and on behalf of Bidder: _________________________

Date: _________________________ Place: Ahmedabad

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AMC – Bridge Health Monitoring System | EOI

ANNEXURE E – METHODOLOGY, WORK PROGRAMME ,TEAM DEPLOYMENT AND

The bidder shall submit a bridge/span-wise methodology in line with the EOI scope and

R&B/MoRTH requirements. The methodology shall be concise, practical and suitable for

AMC review before issue of work order.

Sr. Minimum Details to be Submitted by Bidder

Desk study and site Review of available GAD/drawings, site geometry, bridge type, span length,

reconnaissance traffic condition, access needs and safety constraints.

Proposed locations of triaxial accelerometer, LVDT and laser displacement

2 Instrumentation plan

sensor; schematic sensor layout; fixing details; cable routing; DAQ location.

Access coordination with Requirement of MBIU / staging / shuttering / access arrangement for fixing

AMC sensors and cables, with advance programme and duration.

Three working days Monitoring schedule, sampling frequency, data acquisition method, field log

continuous monitoring format, weather/traffic observations and backup arrangement.

Data processing and Filtering, synchronization, outlier treatment,

validation frequency/deflection/displacement interpretation and quality checks.

MIDAS / SOFISTIK model development, assumptions, material properties

6 3D FEA modelling including core results where instructed, loading cases and field-data

Adequacy check under present and codal loading, serviceability,

Structural adequacy

7 vibration/deflection/displacement results, vulnerable locations and clear

recommendations.

Draft report submission, AMC/IIT/NIT comment compliance and final report

8 Submission and review

Indicative Work Programme for Each Work Order

Indicative Timeline from

Sr. Activity Output

Mobilization and document Drawings/data request and mobilization

collection plan

Site visit and Sensor layout, access requirement and

instrumentation/access plan testing programme

AMC approval and access Approved methodology and access

arrangement coordination schedule

Sensor installation and field Three consecutive working

4 Raw field data, logs, photos/videos

monitoring days as approved

Data processing and 3D FEA Within 10 days after field Processed data and MIDAS/SOFISTIK

modelling monitoring model

Within 15 days after field

6 Draft structural adequacy report Draft report for AMC review

Within 7 days of

7 Final report after comments Final structural adequacy report

AMC/IIT/NIT comments

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Key Personnel Proposed

Sr. Position Name Qualification Role in Assignment

Project Director /

Team Leader - Bridge

Bridge Design / FEA

Instrumentation /

Sensor Engineer

Data Acquisition /

4 Signal Processing

Site Safety / Field

Deliverable Checklist

 Approved instrumentation and access plan.

 Calibration certificates of all instruments used.

 Field logs, raw data, processed data, photographs and videos.

 MIDAS / SOFISTIK model summary and validation with field results.

 Detailed structural adequacy report with methodology, results, conclusions and

recommendations.

 Compliance to AMC/IIT/NIT comments, if any.

Authorized Signatory Seal of Firm Date Place

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PART – II : FINANCIAL PROPOSAL

FEES QUOTATION SHEET

(Note: Price Bid must be submitted online only.)

Sr. Item / Phase Description GST Amount (₹)

1 Phase I – Design and Engineering (Lump Sum)

2 Phase II – Supply & Installation of BHMS (all

bridges, all sensors, DAUs, networking, CCTV)

3 Phase III – Software Development &

Deployment (CMS, Mobile App, API integration)

4 Phase IV – Testing, Commissioning & Training

5 Phase V – O&M Year 1 (As Directed by Authority)

6 Phase V – O&M Year 2 ((As Directed by Authority)

7 Phase V – O&M Year 3 ((As Directed by Authority)

TOTAL CONTRACT VALUE (excl. GST)

GRAND TOTAL (incl. GST)

GRAND TOTAL (incl. GST)

Note: The Grand Total (inclusive of GST) shall be the evaluated bid price for the purpose of QCBS

Note: The Grand Total (inclusive of GST) shall be the evaluated bid price for the purpose of QCBS

financial scoring.

*** END OF PROPOSAL ***

Ahmedabad Municipal Corporation – Bridge Project Department

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