DBOT (Design–Build–Operate–Transfer) model for Two (2) Foot Over Bridges (FOBs) and 40 gantry/hoarding banner on various locations within Rajkot Municipal Corporation limits.

5. Opening of Technical Bid 30-06-2026 at 11.00 Hours onwards

6. Verification of submitted documents 01-07-2026 at 11.00 Hours onwards

(EMD, e - Tender fee, etc.)

7. Opening of Price Bid (For Technically qualified bidders 02-07-2026 at 11.00 Hours onwards

8. Bid Validity 120 Days

For further details, pre-qualification criteria etc. visit www.rmc.nprocure.com

CITY ENGINEER (I/C)

RAJKOT MUNICIPAL CORPORATION

SHRI HARISINHJI GOHIL BHAWAN WEST

ZONE, 150 FT RING ROAD, RAJKOT -

360005 (GUJARAT)

RAJKOT MUNICIPAL CORPORATION

e-TENDER NOTICE

The e-Tenders are invited with two bid system by e-Tendering from the experienced

contractors registered in GWSSB / State Government / Central Government / Semi

Government in appropriate class for below mentioned work:

a) Estimated cost in Rs.

Sr Name of work - - DBOT (Design–Build–Operate–Transfer) b) EMD

No model for Two (2) Foot Over Bridges (FOBs) and

gantry/hoarding banner on various locations within Rajkot c) E-TENDER fee

Municipal Corporation limits.

d) Time limit for

completion of work

1 Name of Work - DBOT (Design–Build–Operate–Transfer) a) Rs.10,17,71,882/- (without GST)

model for Two (2) Foot Over Bridges (FOBs) and

gantry/hoarding banner on various locations within Rajkot b) Rs.10,17,719/-

Municipal Corporation limits.

e-TENDER No.RMC/ENGG/WZ/26-27/

The e-tender fee will be accepted only in form of Demand Draft in favor of "Rajkot

Municipal Corporation" Rajkot, payable at Rajkot from any Nationalized Bank or Scheduled

Bank (except Co-operative Bank) in India and must be delivered to above address.

1. All bidders must submit Bid security (EMD) as above (1% of Tender

Amount) either directly deposited in ICICI Bank Account

No.015305010638 (Rajkot Municipal Corporation) IFSC Code

ICIC0000153 (NEFT/RTGS or ONLINE TRANSFER) or submit at the

below mentioned address in form of Demand Draft in favor of "Rajkot

Municipal Corporation", Rajkot, from any Nationalized Bank or

Scheduled Bank (except Co-operative Bank) in India.

2. Submission of required documents shall have to be done at

the below mentioned address:

Office of the CITY ENGINEER RAJKOT

MUNICIPAL CORPORATION SHRI

HARISINHJI GOHIL BHAWAN WEST

ZONE, 150 FT RING ROAD, RAJKOT -

360005 (GUJARAT)

CHECKLIST FOR SUBMISSION OF DOCUMENTS (ONLINE AND OFFLINE)

The bidder must submit the relevant documents as per below:

Sr Document Name ONLINE SUBMISSION OFFLINE

1 Tender Fee  

3 Agency Registration Certificate  --

4 GST Registration  --

5 PAN Card  --

6 PF Registration  --

7 ESIC Registration  --

8 Labour License & CESS As Per Prevailing Govt. --

9 Non Blacklist Declaration on Rs.300 Stamp  

10 Turnover Certificate from CA  --

11 Work Experience Certificates  --

12 Working Capital Certificate From C.A.  --

13 Other documents, if any  --

14 Available Bid Capacity Certificate with Sign  --

and Stamp of CA

Note: The bidder must submit all relevant documents as per qualification criteria and tender

conditions. No correspondence to the agency will be done for shortfall documents.

The contract shall be awarded to the H1 bidder (Highest Quoted Agency), subject to

verification of documents and compliance with all terms and conditions of the tender. Bids

must be submitted online only, through the procurement portal.

Original documents to be brought by bidder/authorized person for verification on the date

and time as communicated by engineer-in-charge. Successful bidder to submit hard copy of

tender documents including addenda/Corrigendum, if any and other supportive documents

as required in this tender, duly stamped & signed on all pages.

CITY ENGINEER (I/C)

Rajkot Municipal Corporation

Name and signature of Bidder

Sr No. Particulars Page No.

3 Instructions to tenderer 8-21

4 General Instruction for tenderer 21-25

4 Working Format 26-28

5 General Conditions For Tenderers 29-33

6 Item Wise Technical Specification 34-134

7 Approved Make List 134-140

7 Drawing and Schedule B 141-172

Name of Work - DBOT (Design–Build–Operate–Transfer) model for Two (2) Foot Over Bridges (FOBs)

and 40 gantry/hoarding banner on various locations within Rajkot Municipal Corporation limits.

The bidder shall be a registered company, firm, or authorized contractor eligible to execute DBOT

Key Requirements:

 The bidder shall follow all guidelines issued by RMC.

 Necessary permissions and NOCs shall be taken at contractor’s cost.

 The successful bidder will construct FOB and operate advertisements as permitted.

 Financial obligations and risk shall be borne by bidder.

 Public safety requirements must be ensured.

 Annual monitoring and reporting shall be submitted.

 The contractor must construct FOB using approved structural designs.

 All terms mentioned in this tender shall be followed without deviation.

The bidder must comply with all requirements of DBOT (Design-Build-Operate-Transfer) for Foot

Over Bridge works under the Rajkot Municipal Corporation limits.

The selected contractor shall:

1. Collect site data, conduct surveys, and verify measurements.

2. Comply with all safety norms, structural stability requirements, and legal permissions.

3. Take full responsibility for execution, commissioning, operation, maintenance, and

advertisement rights.

4. Obtain all approvals from structural consultants, architects, RMC, and statutory authorities.

5. Bear all expenses related to permissions, drawings, designs, materials, manpower,

machinery, utilities, taxes, insurance, etc.

6. Ensure uninterrupted pedestrian movement and public safety during construction and

7. Maintain proper lighting, electrical installations, and advertisement display systems.

8. Transfer the complete structure and rights back to RMC after completion of the concession

period in satisfactory condition.

9. Abide by every condition, schedule, and timeline prescribed by RMC.

10. The bidder shall not claim any extra financial benefit beyond what is specified under this

Failure to comply may result in termination or rejection of the bid.

Instructions to Tenderer

Clause 1 – Eligibility Requirements

The contractor must be financially and technically competent to execute design, engineering,

fabrication, erection, commissioning, and advertising operations of Foot Over Bridges.

Clause 2 – Submission of Tender

 The tender shall be submitted online only.

 Required documents, certificates, drawings, and undertakings shall be uploaded.

 Any incomplete or misleading information shall lead to rejection.

Clause 3 – Site Inspection

The bidder must personally inspect the location(s), understand ground conditions, utilities, traffic

movement, and obtain practical knowledge before quoting.

Clause 4 – Technical Responsibilities

The bidder shall:

 Ensure sound engineering practices, structural stability, fabrication quality, welding

standards, wind resistance, and corrosion protection.

 Follow Indian Standards, IRC guidelines, NBC provisions, and other statutory codes.

 Operate LED-based digital boards and static advertisement panels.

Clause 5 – Financial Obligations

 All expenses including construction, repair, O&M, lighting, security, approvals, utility shifting,

and accident responsibility shall be borne by the bidder.

 No escalation will be paid in any form.

Clause 6 – Permissions

The bidder must acquire:

Advertisement rights shall be granted for 40 identified locations, subject to approval from the Estate

Department of the Authority.

All advertisement structures shall be fully designed, fabricated, supplied, installed, operated, and

maintained by the agency at its own cost.

 Estate department permissions

 Advertisement permissions

 Electrical permissions

 Safety and traffic permissions

 Police/NOC if required

All at bidder’s cost.

Clause 7 – Maintenance during Concession

 The structure must remain safe, rust-free, and operational.

 LED screens, advertisements, lighting, and electricity supply must run smoothly.

 Any malfunction must be repaired immediately.

Clause 8 – Security & Safety

 24×7 monitoring and security shall be arranged by the bidder.

 Public accidents, incidents, liabilities, injuries, or claims shall be the bidder’s responsibility.

Clause 9 – Risk, Insurance & Liability

 All risk is on the bidder.

 The corporation shall not be liable for any dispute, claim, or damages.

 Adequate insurance (public liability, structural failure, equipment) must be maintained.

Clause 10 – Revenue from Advertisements

 Revenue from advertisement display belongs to the bidder during the concession period.

 After expiry, entire rights and structure shall transfer to RMC.

 The bidder shall share revenue if mandated by authority (as per final BOQ/terms).

Clause 11 – Monitoring

 Monthly reporting must be submitted.

 RMC can inspect anytime.

 Violations may lead to penalty or cancellation.

Clause 12 – Structural Responsibility

The bidder shall ensure complete structural safety of the Foot Over Bridge and Gantry (Hoardings).

 All structural members, fabrication, bolting, welding, painting, rust-proofing, anchoring,

foundation, staircases, railings, flooring, and roofing shall be executed with approved design.

 Any failure or defect in the FOB/Gantry (Hoardings) shall be rectified at the bidder’s risk-

 No additional compensation shall be claimed.

Clause 13 – Quality of Work

 Materials shall be of approved make.

 Steel sections, plates, pipes, gratings, bolts, nuts, fasteners must have test certificates.

 Fabrication must satisfy wind load, traffic load, vibration control, corrosion protection, and

Indian Standard provisions. and test certificates required of third party inspection.

Clause 14 – Operational Rights

 The bidder shall operate advertisement panels/LED displays on FOB structures as permitted.

 Advertisement content shall comply with authority rules.

 Unauthorized advertisements are prohibited and may be removed without notice.

 Advertisement Contract for 15 Years.

Clause 15 – Measurements & Verification

 Before starting work, the bidder shall verify ground levels, utilities, site encumbrances, and

design coordinates.

 The Corporation shall not entertain claims due to bidder's miscalculations.

Clause 16 – Time Schedule

 The bidder shall complete construction within the prescribed period.

 Delays shall attract penalties or LD or cancellation.

Clause 17 – Reports & Records

 The bidder shall maintain documentation for designs, permission copies, insurance,

maintenance logs, electricity bills, advertisement operation records, and safety audits, and

submit them as required.

Further Technical/Operational Clauses

Clause 18 – Advertisement Operations & LED Systems

 The bidder shall operate LED displays/advertising boards in accordance with law.

 Continuous uptime, electrical backup, surge protection, and routine diagnostics are

 If malfunctioning occurs, it must be repaired immediately without affecting the public.

Clause 19 – Electrical Installations

 The bidder shall manage cabling, metering, electrical safety, panels, earthing, junctions,

lighting fixtures, poles, and connecting networks.

 All electricity consumption charges are to be paid by the bidder.

Clause 20 – Safety for Pedestrians

 Pedestrian movement must not be obstructed.

 Temporary arrangements, barricading, signage, reflective markings, and night safety

indicators shall be provided.

 The bidder shall prevent accidents and shall remain legally liable for any occurrence.

Clause 21 – Public Protection & Disaster Conditions

 During fire, disaster, emergency situations, floods, storms, or structural incidents, the bidder

shall act immediately to prevent casualties.

 Authorities may demand urgent actions and the bidder must comply.

 Safety audits may be mandated periodically.

Clause 22 – Approvals during Construction

 The bidder shall obtain approvals for structural drawings, architectural drawings, escalations,

advertisement schemes, electrical works, foundation drawings, fabrication methodology, and

erection methodology.

 Work shall not commence without approvals.

Clause 23 – Insurance Requirements

 The bidder shall maintain all required insurances at its own cost:

o Public liability insurance

o Workmen compensation insurance

o Insurance for structure, equipment, advertising installations, LED systems

 RMC bears no liability.

Clause 24 – Accidents / Compensation

 In case of injury, death, or loss to any public/personnel due to the FO B construction,

operations, advertisement structure failure, electrical accidents, fire, or similar event — the

bidder shall bear full legal and financial responsibility.

 No claim shall be entertained against RMC.

Clause 25 – Security

 The bidder shall provide 24×7 security at site for assets, advertisements, LED systems, and

structural safety.

 Theft, vandalism, or damage shall be bidder’s responsibility.

Clause 26 – Disaster Management

 At any major disaster, the bidder shall support authorities, provide access, remove

obstructions, restore systems, and ensure public access.

 Failure shall invite legal and contractual action.

Clause 27 – DEFECT LIABILITY :

1. Contractor shall guarantee the work for a period of 15 (Fifteen) Years. Any damage or defect

that may arise or that may remain undiscovered at the time of issue of Completion Certificate

connected in any way with the equipment or materials supplied by him or in the workmanship shall

be rectified or replaced by Contractor at his own expense as desired by Engineer-In-Charge or in

default Engineer-In-Charge may cause the same to be made good by other agency and deduct

expenses of which the certificate of Engineer-In-Charge shall be final from any sums that may then or

any time thereafter become due to Contractor or from his security deposit or the proceeds of sale

thereof or of a sufficient portion thereof.

2. From the commencement to completion of work Contractor shall take full responsibility for

the care of the work including all temporary works and in case any damages, occur from any cause

whatsoever he shall at his own cost, repair and make good the same so that on completion, work shall

be in good order and in conformity, in every respect, with the requirements of contract and as per the

instructions of the Engineer-In-Charge.

3. If at any time before the work is taken over, the Engineer-In-Charge -

a) Decide that any work done or materials used by the Contractor are defective or not in

accordance with the contract or that work or any portion thereof is defective or do not fulfill the

requirements of contract (all such materials being herein after called defects in this clause) he shall,

as soon as reasonably practicably, give notice to Contractor in writing of the said defect specifying

particulars of the same then Contractor shall at his own expense and with all speed make good the

defects so specified.

b) In case Contractor fails to do so, owner may take, at the cost of the Contractor, such stops as

may in all circumstances be responsible to make good such defects. The expenditure so incurred by

owner will be recovered from the amount due to Contractor. The decision of Engineer-In-Charge with

regard to the amount to be recovered from Contractor will be final and binding on the Contractor.

Clause 28 – Corrective Action

 If any defects are identified by RMC in structure, lighting, advertisement systems, or safety

— the bidder shall correct them immediately.

 Non-compliance may lead to penalties, dismantling orders, or cancellation.

 Foot Over Bridge/ Gantry (Hoardings) Structure Construction Terms

The bidder shall comply with the following essential conditions for FOB construction under DBOT:

1. The bidder must execute all works as per the approved structural design, architectural

drawings, fabrication designs, erection methodology, load-bearing calculations, wind-load

design, and safety standards.

2. The bidder will be entirely responsible for:

o Selection of materials

o Commissioning

3. The bidder shall use tested structural steel, plates, pipes, gratings, fasteners, and fittings

bearing lab test certificates.

4. All welding work must be done by qualified personnel and must follow:

o Approved welding techniques with certificates

o Multi-pass welding

o Ultrasonic or radiographic testing where required with certificate

5. Painting and anti-corrosive treatment must be strictly applied before and after erection.

6. Rust-proofing coating must be maintained during the entire concession period.

7. At the end of concession, the structure must be handed over to the authority in safe, rust-

free, functional condition.

8. No claim for deterioration, damage, corrosion, weathering, material failure, or equipment

failure will be entertained by the authority.

9. The entire cost of structural steel fabrication, erection, and maintenance shall be borne by

10. The bidder must ensure structural stability tests, load tests, vibration control checks,

pedestrian safety controls, and compliance with NBC, IS, and IRC clauses.

11. The bidder must arrange all barricading, traffic control, and statutory permissions during

12. Any breach of safety resulting in injury or accident shall be entirely the responsibility of the

13. The bidder must display caution boards, reflective media, lighting, and temporary access

ways for pedestrians.

14. The bidder must conduct periodic maintenance, tightening of bolts, repainting, electrical

checks, cleaning, rust inspections, and submit maintenance reports.

15. All advertisement fixtures—static plates, glow panels, LED video screens, and back-lit display

frames—shall be maintained by the bidder without compromise.

16. The advertiser must ensure 100% uptime of LED boards and rectify faults immediately.

17. Structural inspections must be carried out by the bidder at regular intervals and whenever

demanded by the authority.

18. If RMC identifies unsafe structural components, defected sections, malfunctioning electric

systems, broken steps, or loose railings, the bidder shall repair them immediately.

19. Failure to act will authorize RMC to:

 Impose penalties

 Remove advertisements

 Seal LED boards

 Dismantle unsafe structures

 Recover cost from bidder

20. At no point shall the authority bear any accident, damage, legal claim, or public liability

arising from the FOB structure or advertisements.

21. The bidder shall incur all insurance premium costs, including:

 Public liability insurance

 Contractor all-risk insurance

 Structure insurance

 Workmen compensation

22. All premiums must be current and renewed throughout the concession.

23. The bidder shall maintain a logbook of:

 Daily operations

 Electrical consumption

 Maintenance performed

 Advertising display records

 Earned revenues (if required by authority)

24. Any violation of these provisions shall be treated as breach of contract, resulting in

termination without compensation.

Structural Safety, Defects & Penalties

25. If the Corporation determines that the Foot Over Bridge structure, staircases, advertisement

frames, LED boards, electrical installations, or steel members are unsafe, deteriorated, or

defective, the bidder must rectify them without delay.

26. If rectification is not done within the time instructed:

 The Corporation may appoint a third party to execute the repair.

 The full cost shall be recovered from the bidder.

 The bidder shall have no right to dispute or claim compensation.

27. If any public accident or failure occurs on account of:

 Structural collapse

 Electrical failure

 Falling advertisements

 LED equipment malfunction

 Fire or similar incident

The bidder shall bear entire financial, legal, civil, and criminal liability.

The Corporation shall not be responsible under any circumstances.

28. The bidder must take preventive actions, inspections, and maintenance as instructed by

RMC, including repainting, bolt tightening, and structural strengthening as required by

design consultants.

29. All structural members must be kept corrosion-free and rust-free throughout the

concession period. The bidder must incur this cost without any claim.

30. No additional rates, escalation, revision of price, or compensation shall be paid during the

entire DBOT period.

Advertisement Rights, Public Safety & Disaster Situations

31. During the concession period, the bidder may earn revenue from:

 Advertisement display boards

 LED video walls

 Static branding frames as permitted by RMC.

32. The bidder may not install or operate illegal, religious, objectionable, political, tobacco, or

Government-restricted content.

Any violation shall lead to immediate removal and penalty.

33. In case of natural calamity, flood, storm, cyclone, fire or structural disaster, the bidder

 Remove hazards

 Secure the structure

 Restore public access

 Comply with instructions issued by the authorities

34. The bidder must cooperate in emergency evacuations, disaster response, police

requirements, medical access, municipal access, and traffic management.

35. If the Corporation orders temporary closure or suspension of LED displays for safety or

regulatory reasons, the bidder must comply and shall not claim damages or compensation.

36. The bidder must maintain backup systems, surge protection, electrical trip systems,

earthing, and short-circuit protection for LED boards and lighting poles.

Concession Enforcement, Legal Action & Termination

37. If the bidder commits serious breach, negligence, misrepresentation, or violation of tender

conditions, RMC may:

 Impose penalties

 Suspend advertisement rights

 Terminate the DBOT agreement

 Take over the FOB/Gantry (Hoardings) Structure

38. After termination:

 The bidder loses advertisement rights immediately.

 No compensation, no refund, and no revenue settlement shall be payable.

 The structure becomes property of RMC.

39. The bidder shall not demand financial assistance, subsidy, reimbursement, or loss recovery

 Market fluctuations

 Low advertisement business

 Brand restrictions

 Technical failures

 Administrative orders

40. The bidder acknowledges that all market risk, business risk, operational risk, and public-

safety risk rests solely with the bidder.

41. Any dispute shall be subject to the jurisdiction of the competent court as decided by Rajkot

Municipal Corporation, and no claimant rights shall be granted against RMC.

42. The bidder is responsible to ensure continuous O&M, public safety, periodic inspection,

statutory compliance, documentation, insurance renewals, and reporting for the full

concession period.

Material Procurement, Fabrication & Testing

43. The bidder shall procure all construction materials at his own cost, including:

 Structural steel

 Plates, sections, pipes

 Bolts, nuts, fasteners

 Welding electrodes

 Floor gratings

 Crash barriers

 Lighting poles and fixtures

 LED advertisement boards

 CCTV Camera And Accessories

44. All materials shall comply with reverent IS Codes and shall carry manufacturer test

45. Proof checking of all structural designs is mandatory, and the associated fees shall be borne

by the bidders.

46. The bidder shall arrange third-party testing if demanded by the Corporation.

No additional cost is payable.

47. Fabrication work shall be carried out in a certified fabrication workshop using approved

machinery, jigs, fixtures, QA checks, and documented processes.

48. No separate payment shall be made for scaffolding, staging, cranes, lifting equipment,

safety gear, or labour arrangements.

All such expenses are included in DBOT cost.

49. Prior to dispatch from the fabrication yard, the bidder shall ensure:

Dimensional checks

Ultrasonic or radiographic testing

Pre-painting and anti-corrosive application

Welding, erection certificate

Site Execution, Utilities & Public Interference

50. Before starting excavation or foundation work, the bidder must verify:

 Underground utilities

 Drainage lines

 Water pipelines

 Electric and telecom cables

51. If any shifting or protection of utility is required, the entire cost shall be borne by the bidder.

The Corporation is not responsible for reimbursement.

52. During site work, pedestrian access must be maintained by providing:

 Temporary walkways

 Warning tapes

53. The bidder must ensure that traffic flow is not hindered.

Traffic police permissions, if needed, must be taken at bidder’s cost.

54. Public complaints regarding obstruction, dust, safety negligence, or noise pollution must be

resolved immediately by the bidder.

55. If the Corporation receives lawful complaints and the bidder fails to remedy the situation,

 Stop the work

 Impose penalties

 Take corrective action at bidder’s cost

56. Damage caused to nearby properties, footpaths, roads, utilities, or public assets during

execution shall be fully compensated by the bidder.

Labour Laws, Safety Gear & Personnel Compliance

57. The bidder shall comply with:

 Minimum Wages Act

 Contract Labour Act

 Workmen Compensation

 PF & ESI rules

 Labour Welfare Fund provisions

 Maternity benefits and statutory leaves

58. The bidder must deploy:

 Qualified engineers

 Safety supervisors

 Skilled welders

 Certified riggers

 Security personnel

59. All workers must be provided with helmets, safety belts, harness, reflective jackets, gloves,

shoes, ear protection and masks.

60. Any accident involving labour or public shall be entirely the responsibility of the bidder and

shall not attract any liability to RMC.

61. The bidder must maintain statutory records including:

 Cube Register

 Approval Register

 Wages register

 Insurance copies

 Accident reports

 Medical fitness records

62. Violation of labour laws shall be treated as breach of contract and may result in:

 Suspension of work

Operation, Cleaning & Maintenance Obligations

63. The bidder shall routinely clean and maintain:

 Staircases and walkways

 Railings and support frames

 Floor gratings and chequer plates

 LED display areas

 Advertisement boards

 Electrical panels and wiring

 Gantry (Hoardings) Structure

64. The Foot Over Bridge structure must always remain:

 Free from obstacles

 Free from rust and corrosion

65. Garbage accumulation, spitting, vandalism marks, bird droppings, torn flex, broken frames,

faulty lights, exposed wires, etc., shall be removed in a timely manner by the bidder.

66. The bidder must maintain proper illumination at night, and uninterrupted visibility of stairs,

platforms, and advertisement media.

67. Any complaint regarding lighting failure or advertisement panel malfunction must be

resolved immediately.

68. If defects are not rectified, the Corporation may impose penalties and recover repair cost

from the bidder.

Financial Responsibility, Billing & No Compensation

69. All expenses toward the following are fully borne by the bidder:

 Advertisement installation

 LED operation

 Electricity charges

 Labour deployment

 Insurance premiums

 Repairs & replacements

 Renewals & upgrades

70. The bidder shall not demand compensation for:

 Increase in material cost

 Labour escalation

 Market conditions

 Advertisement business loss

 Regulatory restrictions

 Third Party Inspection

71. The bidder shall not demand financial support from RMC under any reason including:

 Political restrictions

72. All advertisement business risks remain completely with the bidder.

73. The bidder shall pay any local taxes, advertising taxes, license fees, GST, service charges,

electricity charges, or statutory dues.

74. The Corporation shall not reimburse GST or any government tax liabilities beyond what is

mandated by law.

Concession Completion & Hand-Back

75. At the end of the DBOT concession period, the bidder shall:

 Stop advertisement operations immediately

 Shut down LED systems

 Hand over the complete structure to RMC

76. The structure must be handed over in working, safe, rust-free, electrically-functional

77. Any missing items, damaged structures, non-working electrical equipment, or unsafe

components shall be replaced by the bidder before hand-over.

78. If the bidder fails to restore the structure to acceptable condition, RMC may:

 Recover restoration cost

 Impose penalties

 Initiate legal action

79. After hand-over, the bidder shall have no ownership rights, no advertisement rights, and no

revenue claim on the structure.

80. The bidder must submit:

 Final maintenance report

 Structural fitness certificate

 Electrical fitness certificate

 No-dues statement (if required)

81. The bidder must clear all electricity dues, tax dues, labour payments, and insurance

liabilities before final acceptance by RMC.

Legal Compliance, Permissions & Indemnity

82. The bidder shall obtain and maintain, at his own cost, all permissions, NOCs, and statutory

approvals required from:

 Municipal authorities

 Advertisement / Estate department

 Traffic police

 Electrical authorities

 Public safety authorities

 Any other statutory body

83. The Corporation shall not be responsible for delays caused in obtaining permissions. The

bidder shall not claim extra time or compensation for such delays.

84. The bidder shall comply with all applicable:

 Municipal laws

 Advertisement policies

 Safety regulations

 Electrical codes

 Labour regulations

 Environmental norms

85. The bidder shall indemnify RMC against all legal claims, disputes, losses, property damage,

pedestrian injury, or revenue-related disputes arising out of FOB operations or

advertisement activity.

86. All litigation, penalty, prosecution, or settlement due to the bidder’s negligence shall be fully

borne by the bidder.

87. Any illegal advertisement or objectionable content displayed by the bidder may lead to:

 Immediate removal

 Seizure of material

 Suspension of rights

No claim shall be accepted in this regard.

Security Deployment, Public Order & Record Keeping

88. The bidder shall deploy adequate security guards and CCTV systems to safeguard:

 Structural elements

 Advertisement locations

 Electricity panels

89. Theft, vandalism, trespassing, graffiti, or damage shall be prevented by the bidder.

RMC will not compensate for such losses.

90. The bidder shall maintain:

 Daily operation records

 Maintenance schedules

 Electricity usage records

 Insurance copies

 Labour compliance registers

 Cube and Approval Register

91. The Corporation may inspect these records anytime. On-submission or manipulation may

lead to cancellation.

92. The bidder shall follow all norms during public festivals, rallies, VIP movement, mass

events, and emergency situations, and shall immediately act upon instructions issued by

93. If instructed by RMC, the bidder shall turn off advertisement lights or LED boards

temporarily for public order, without any monetary claim.

94. The selected bidder shall design, construct, and complete the 2 (Two) Nos. Foot Over Bridge

(FOB) and 40 Nos. advertisement gantry / hoardings entirely at his own cost, risk, and

responsibility, and in consideration thereof, Rajkot Municipal Corporation shall grant

advertisement rights on the FOB and gantry / hoardings for a period of 15 (Fifteen) years from

the date of Advertisement, without any financial liability or guarantee of revenue on the part

of Rajkot Municipal Corporation.

95. Rajkot Municipal Corporation shall have the sole, absolute, and final authority to approve,

modify, alter, or change the design, specifications, scope, conditions, timelines, and any other

terms of the DBOT contract at any stage of execution or operation, in public interest or

administrative necessity, and all such decisions of Rajkot Municipal Corporation shall be final

and binding on the bidder; no claim, compensation, dispute, objection, litigation, or challenge

of any nature whatsoever shall lie against Rajkot Municipal Corporation or its officers in

respect of such decisions.

96. If during the DBOT Contract Period the Agency fails to maintain the FOB/Gantry/Hoarding in

proper, safe and serviceable condition or any structural defect occurs, Rajkot Municipal

Corporation (RMC) shall have absolute right to take over the structure and all advertisement

and revenue rights without any compensation and recover all rectification costs from the

The Agency shall have no right to raise any claim, dispute or demand whatsoever against RMC

on account of such action, and the decision of RMC shall be final, binding and conclusive in all

General Instruction for Tenderer

1. “Among the technically qualified bidders, the bidder quoting the highest financial offer (H1)

as per the prescribed DBOT financial bid format shall be considered for award. However,

Rajkot Municipal Corporation (RMC) reserves the absolute right to accept or reject any or all

bids, to disqualify any bidder at any stage, and to take any decision deemed appropriate in

the interest of the project, without assigning any reason, subject to compliance with tender

terms and conditions.

2. The selected bidder shall be responsible for the complete operation and maintenance of the

project for a period of Fifteen (15) years, commencing from the date of issuance of the

Commercial Operation Certificate by Rajkot Municipal Corporation (RMC), for the

FOB/Gantry, at its own cost and risk. The scope shall include routine, preventive, and

corrective maintenance, deployment of manpower, utilities, consumables, safety measures,

statutory compliances, and upkeep to the prescribed performance standards, strictly in

accordance with the tender conditions and directions issued by RMC.

3. The selected bidder shall be entitled to utilize advertisement rights including those on Foot

over Bridge (FOB), gantries, and hoardings structures only after certified completion of FOB

construction as approved by the competent authority. Such advertisement rights shall remain

valid from the date of certified completion until the end of the contract period, and shall be

exercised entirely at the bidder’s own risk, cost, and responsibility, without any financial or

legal claim whatsoever on Rajkot Municipal Corporation.

4. After award of the tender, the selected bidder shall prepare, finalize, and submit the complete

structural design strictly in accordance with the architectural design finalized and approved

by Rajkot Municipal Corporation (RMC), without any deviation whatsoever. The entire

responsibility for structural design, detailing, and all other necessary designs, drawings,

vetting, and statutory approvals shall rest solely with the selected bidder, at its own cost and

risk. All such designs shall be vetted and approved by the Structural Engineer of RMC prior to

execution. No separate payment or claim of any nature shall be admissible from RMC towards

preparation, vetting, approval, or revision of designs.

5. Defect Liability Period: The Defect Liability Period for FOB, advertisement gantry (hoardings)

including all structural, civil, finishing, painting and allied works shall be 15 (Fifteen) Years

from the date of certified completion, during which all defects shall be rectified by the

contractor at his own risk and cost.

6. Operation & Maintenance FOB/Gantry (Hoardings): The contractor shall carry out Operation

and Maintenance of the Foot Over Bridge (FOB) /Gantry (Hoardings) for 15 (Fifteen) Years

from the date of certified completion and handing over, including all routine, preventive and

corrective maintenance, at no extra cost to Rajkot Municipal Corporation.

7. Advertisement Contract Period FOB/Gantry (Hoardings): Advertisement rights on FOB gantry

structures (hoardings) shall commence only after certified completion and approval and shall

remain valid up to the end of the contract period 15 (Fifteen) Years, without any claim for

extension or compensation.

Earnest Money Deposit (EMD), Security Deposit Conditions:-

1. EMD Submission

The bidder shall submit the Earnest Money Deposit (EMD) of the amount specified Tender Notice

along with the technical bid at the time of tender submission.

2. Mode of EMD Payment

The EMD for each tender shall be submitted by Demand Draft / Pay Order / Banker’s Cheque drawn

in favour of the Rajkot Municipal Corporation. Tenders submitted without EMD shall be treated as

invalid. No exemption shall be allowed for EMD under any circumstances.

3. Security Deposit

As a contract security the Bidder to whom the award is made shall furnish a performance guarantee

(Security deposit) for the amount of 5% of the contract price to guarantee the faithful performance,

completion and maintenance of the works of the contract in accordance with all conditions and terms

specified herein and to the satisfaction of the Engineer-in-charge and ensuring the discharge of all

obligations arising from the execution of contract.

If the contractor fails to commence or complete the work as per stipulated time, or violates any tender

condition, the entire Security Deposit shall be liable to be forfeited.

Security Deposit Clause

The Security Deposit shall be retained by the Rajkot Municipal Corporation as a performance and

defect liability security.

The said Security Deposit shall be held and retained for a period of Seventeen (17) years from the

date of completion of the work or the date of issuance of the Completion Certificate, whichever is

The Security Deposit shall be released only after the completion of the stipulated period of 17 years,

subject to the following conditions:

1. The Contractor shall rectify any defects, damages, or failures arising during the retention

period at his own cost.

2. No outstanding claims, liabilities, or contractual obligations shall remain pending against the

In case the Contractor fails to rectify any defect within the reasonable time specified by the Employer,

the Employer shall have the right to carry out such repairs or rectifications at the risk and cost of the

Contractor, and the expenses shall be recovered from the Security Deposit.

The Security Deposit shall not carry any interest during the retention period.

4. Time Limit for Security Deposit

Within 15 (fifteen) days from the date of receipt of Letter of Acceptance (LOA), the successful bidder

shall deposit the Security Deposit by Demand Draft.

Failure to deposit the Security Deposit within the stipulated period shall entitle Rajkot Municipal

Corporation to forfeit the EMD and cancel the tender without any claim or compensation.

Delay beyond the stipulated time shall attract a penalty of 0.05% per day of the Security Deposit

amount for the delayed period.

5. Form of Security Deposit

The Security Deposit may be submitted in the form of Fixed Deposit Receipt (FDR) from a nationalized

/ scheduled bank in the name of “Rajkot Municipal Corporation”, valid for a minimum period of

(Seventeen) Years.

6. Refund of Security Deposit

The Security Deposit shall be retained by Rajkot Municipal Corporation as a guarantee for due

performance of the contract. Upon satisfactory completion of the contract and fulfilment of all terms

and conditions, the Security Deposit shall be refunded after expiry of the contract period.

On due performance and completion of the contract in all respects, THE PERFORMANCE GUARANTEE

(SECURITY DEPOSIT) WILL BE RELEASED TO THE CONTRACTOR WITHOUT ANY INTEREST AFTER

CONTRACT PERIOD IS OVER.

7. Right to Commence Work

The contractor shall be permitted to commence work at site only after full deposit of the Security

In case of delay in payment of Security Deposit, the contractor shall be held responsible, and no

extension in the contract period or increase in rates shall be granted. The decision of the Municipal

Commissioner shall be final and binding.

Contract Period Conditions: -

1. Initial Contract Period & Extension

The initial contract period shall be 15 (Fifteen) years, calculated from the date of advertisement.

Subject to satisfactory performance, the contract may be extended for a further period on terms and

conditions decided by Rajkot Municipal Corporation.

2. Unsatisfactory Performance

If the contractor’s performance is found unsatisfactory, Rajkot Municipal Corporation shall have the

absolute right to terminate the contract before expiry of the contract period, as decided by the

Municipal Commissioner.

3. No Extension for Default

In case of delay or default in payment of Security Deposit, or violation of contract conditions, no

extension of time shall be granted.

Any decision regarding extension or termination shall rest solely with the Municipal Commissioner,

whose decision shall be final and binding, and no reasons shall be required to be assigned.

The pre-qualification requirement is as under:

i) Financial Criteria:

1. The Bidder must have achieved a minimum annual turnover in any one year over the last seven

financial years of the annual value of contracts value.

2. The Bidder should give undertaking that he has access to or has available, liquid assets and/or credit

facility equal to 25% of the value of the contract / contracts applied.

3. Available Bid Capacity (ABC) must be more than the estimated tender cost.

Available bid capacity (ABC) = (A x N x 2) – B,

A = Maximum of updated total amount of work executed in any one year of the last seven financial

A = Maximum of updated total amount of work executed in any one year of the last seven financial

B = Amount of the existing commitments and ongoing works to be discharge during time interval of N

years from the bid due date.

N = Number of years prescribed for completion of the proposed works

4. Bidder must have minimum “AA” Class registration.

5. Solvency should not be less than Rs.300.00 Lakhs

ii) Experience Criteria:

The bidder should possess following minimum experience:

1. Experience in successfully completing or substantially completing at least one contract of similar nature

of work of at least 40 percent of the value of proposed contract within the last seven years.

i) Substantially completed works means those works which are completed at least 90% of original

contract price on the date of submission of this tender and execution is satisfactory.

ii) The work may have been executed by the applicant as prime contractor or as a member of a joint

venture. In case a project has been executed as a joint venture, joint venture proportion will be taken

into consideration.

2. Bidder should have enough machinery and experienced personnel to supervise the work.

Note on pre-qualification requirement:

Enhancement factor at 10% per year for last seven years will be applicable to arrive at average

annual turnover and experience to finalize the magnitude of work done in last seven years.

1 Current Year (2026-27)

For Financial and Experience criteria, the estimated cost of Rs.10,17,71,882 /(without GST)- will be

Working Format for Submission

1. Details of the Applicant Entity

- Registration Number - ……………………………………………………………………………

- Address and Contact - ……………………………………………………………………………………

2. Financial & Technical Capacity Statement

- Annual turnover - ……………………………………………………..

- Experience in steel structures - …………………………………………………………………………

- Experience in advertisement operations - …………………………………………………………………….

- DBOT or BOT project experience - ………………………………………………………………………

3. Material & Vendor Information

- Fabrication yard - …………………………………………………………

- LED supplier details - …………………………………………………………………..

- Electrical contractor details - …………………………………………………………………….

4. Design & Engineering Confirmation

- Structural designer/consultant name - …………………………………………………………………

- Proof of qualification - ……………………………………………………………………….

- Proposed fabrication methodology - …………………………………………………………………………

- Proposed painting system - ………………………………………………………………..

5. O&M Staffing Details

- Security deployment - ………………………………………………………………………..

- Electrical maintenance staff - ………………………………………………………….

- Advertising operations manager - ……………………………………………………………………..

6. Insurance & Legal Undertakings

- Workmen compensation - ……………………………………………………………………

- Contractor all-risk insurance - …………………………………………………………………………

Authorized Signatory

The bidder must fill every format completely, attach supporting documents, and submit digitally

through the portal.

Payment Condition:

 Under DBOT, the BOQ represents scope only.

 RMC does not make payment; the bidder earns revenue from advertisement during

concession as permitted.

Advertisement / Digital LED Display Terms

Under DBOT, the bidder is permitted to install advertisement systems on the Foot Over Bridge as per

Advertisement Rights

 All advertisement business remains with the bidder during the concession period.

 Only the approved number and size of advertisement panels may be installed.

 No expansion or additional panels without written approval.

Advertisement Restrictions

The bidder shall NOT display advertisements involving:

 Religious or political content

 Government-restricted products

 Tobacco, liquor or prohibited items

 Objectionable or inflammatory content

Any violation shall lead to:

 Immediate removal

 Seizure of content

 Suspension of rights

Digital LED Walls

If LED walls are permitted:

 Continuous functioning must be ensured.

 Surge protection, voltage control, and safe cabling must be provided.

 The bidder must repair LED faults immediately.

 Unsafe LED operation may be stopped by RMC without compensation.

Advertisement Tax & Licensing

 The bidder shall pay all advertisement taxes, license fees, GST and statutory dues.

 RMC shall not reimburse advertisement-related government levies.

Content Approval

 RMC may demand content change at any time.

 The bidder has no claim for business loss due to such requirements.

Architectural / Structural / Lighting Provisions

This section specifies visual, aesthetic and lighting requirements for Foot Over Bridges/ Gantry

(Hoardings) Structure.

Architectural Requirements

 Design must follow RMC-approved aesthetics.

 Structural members must be aligned, symmetrical and visually presentable.

 No sharp edges, loose bolts or unfinished weld shall remain exposed.

 The finished bridge must look neat, uniform and modern.

Lighting Requirements

 Adequate night illumination must be maintained.

 Staircases, landings and walkways shall be clearly visible.

 Electrical panels must be protected against moisture and tampering.

 Earthing and short-circuit protection is mandatory.

 Lighting shall be restored immediately if a failure occurs.

Schematic Drawings

 The tender includes schematic drawings showing:

o Location of stairs, platforms, and main bridge truss

o Proposed advertisement panel placement

o Lighting arrangement

 The bidder shall strictly follow these drawings or obtain written approval before deviation.

Final Compliance

 At concession completion, architectural and electrical fitness certificates must be submitted.

 All lighting, display elements, and structures must be handed over in working condition.

 No claim is admissible after hand-back.

GENERAL CONDITIONS FOR TENDERERS

1. SCOPE OF WORK

1.1 The scope includes design, structural engineering, fabrication, installation, illumination, CCTV

surveillance, operation, repair, and annual maintenance of 40 Nos. Gantry/Hoarding structures

and 2 (Two) FOB Structure at approved locations on the 150’ Ring Road.

1.2 Structures shall conform to size/dimensions issued by RMC and any revisions thereafter.

1.3 Work includes full ownership of fabrication, foundation, erection, branding boards, wiring, and

signage installation at the cost of the Concessionaire.

1.4 The Concessionaire shall maintain continuous uptime, public safety, and asset security

throughout the concession period.

1.5 Advertising rights are granted subject to compliance with RMC Advertisement Policies and

Government Laws.

2. PERMISSIONS, APPROVALS & REGULATORY CLEARANCES

2.1 The Concessionaire shall obtain Estate Department Permission for each gantry as per approved

2.2 The Concessionaire must secure all mandatory permissions from:

 RMC Engineering Departments

 Traffic Police / Road Safety Authorities

 Electricity Distribution Company

 Highway/Road Authorities (if applicable)

2.3 Work shall not commence without:

 Approved structural drawings

 Proof-checked design vetting

 ROW permission

 Electrical NOC

 Location marking

2.4 All statutory fees, application fees, approval charges, proof-checking fees, and scrutiny fees shall

be borne entirely by the Concessionaire.

3. DESIGN, STRUCTURE & FOUNDATION REQUIREMENTS

3.1 Structural designs shall comply with:

 IS 875 Part 3 (Wind Load)

 IRC standards where applicable

 IS 2062 E250/E350 steel grade

 8.8 or higher bolt grade

3.2 All welding shall undergo visual and non-destructive testing as directed.

3.3 Foundation design shall consider SBC, uplift forces, overturning moment, seismic load,

and be RCC-based.

3.4 Corrosion protection through epoxy paint, primer, and anti-rust treatment is

3.5 Any modifications require written approval of RMC’s Engineer-in-Charge.

4. PROOF-CHECKING AND SAFETY CERTIFICATION

4.1 All structural drawings and calculation reports shall be proof-checked by RMC-approved third-

party consultants, and fees paid by the Concessionaire.

4.2 RMC may appoint an independent safety auditor.

4.3 No fabrication or erection shall begin before written structural safety clearance.

Required All third-party certificate, like

Material test Certificate

Welding Certificate

NDT – Ultrasonic Test Certificate

Clearance Certificate (NOC) and all other necessary certificate as per demand by RMC

5. CCTV SURVEILLANCE & DIGITAL MONITORING

5.1 ON FOB per FOB Minimum 5 CCTV Camera required.

5.2 The Concessionaire shall ensure:

 30-day recording backup

 Round-the-clock access to RMC / Govt Authorities

 DVR/cloud interface access if requested

5.3 Failure to provide footage or denial of access shall invoke penalties or termination.

5.4 All surveillance equipment must meet police-approved standards.

6. OPERATION, MAINTENANCE & SECURITY

6.1 The Concessionaire shall provide 24×7 physical or digital security.

6.2 Preventive maintenance schedule:

 Fortnight inspection of bolts, welds, fittings

 Quarterly repainting/tightening

 Annual structural audit

6.3 All lighting must remain functional with minimum 90% uptime.

6.4 Any malfunction must be rectified within 24 hours.

6.5 RMC reserves the right to carry out surprise inspections.

7. REPAIR, RECTIFICATION & EMERGENCY RESPONSE

7.1 In case of breakdown, hazard, light failure, camera failure, or structural risk, repairs must be

executed at no cost to RMC.

7.2 Safety threats must be mitigated within 4 hours of notice.

7.3 RMC may execute emergency work and recover costs if the Concessionaire fails.

8. RISK ASSESSMENT & LIABILITY

8.1 The Concessionaire shall submit a Risk Assessment & Mitigation Plan, covering:

 High-wind risks

 Electrical safety

 Vehicular hazard

8.2 All risks, liabilities, loss, or damage to life/property remain the Concessionaire’s responsibility.

8.3 Mandatory insurance:

 Minimum ₹1 Cr Third-Party Liability

 Workmen Compensation

 Structure/Equipment Insurance

9. ADVERTISING CONTENT REGULATIONS

9.1 Prohibited content:

 Tobacco/Alcohol

 Religious/political promotion

 Indecent, immoral, or banned themes

9.2 RMC may demand immediate removal/change without compensation.

10. POWER SUPPLY & ELECTRICAL WORKS

10.1 The Concessionaire shall arrange independent power sources and pay consumption bills.

10.2 MCB-protected panel board, earthing (<3 ohms), and waterproof LED lighting (IP-65)

10.3 Power-backup recommended.

12. LOCATION FINALISATION & FOB BOARDS

FOB LOCATION :-

1. Near Big Bazar ,150 Feet Ring Road, Rajkot.

2. Near Amin Marg Corner,150 Feet Ring Road, Rajkot.

Note : Locations identified by RMC are final and binding.

GANTRY/HORDINGS LOCATION :-

40 Locations are identified and final by RMC Estate Department and get approval from Estate

department by bidder and also RMC is authorized for any locations in change.

14. REPORTING, RECORDS & SUBMISSION

14.1 Monthly reports shall include:

 Revenue records

 Maintenance logs

 Camera uptime

 Lighting uptime

14.2 Quarterly reports shall include:

 Structural health certificate

14.3 RMC may demand ad-hoc reports.

15. ENVIRONMENT, SAFETY & CLEANLINESS

15.1 The Concessionaire shall ensure:

 No obstruction of pedestrian or traffic movement

 No environmental nuisance

 Underground/overground cable protection

 Restoration of disturbed surfaces

15.2 No material storage causing nuisance.

16. PENALTIES & DEDUCTIONS

 Structural malfunction or unsafe condition: ₹25,000/day

 Lift Non-Operational – Penalty >24 hrs : ₹5,000/day per Lift

 Power/lighting failure >24 hrs: ₹10,000/day

 Camera non-function >3 days: ₹5,000/day

 Illegal content: ₹50,000/day

 Non-submission of reports: ₹5,000/week

 FOB Cleaning Delay – Time-Bound Penalty : ₹2,000/day

Repeated violations (≥3) shall initiate termination.

17. TERMINATION & HANDOVER

17.1 Termination triggers:

 Violation of advertisement regulations

 Non-payment of revenue

 Persistent non-maintenance

 Public safety hazard

17.2 On termination:

 All structures to be dismantled

 Site restored to original condition

17.3 Failure to remove:

 RMC shall remove at cost of the Concessionaire.

18. FORCE MAJEURE

Acts of god (cyclone, earthquake, flood, war, pandemic) qualify. Extension and financial relief

governed per agreement.

19. DISPUTE RESOLUTION

Resolution shall be:

 AE/AAE-DE-CITY ENGINEER-COMMSSIONER

 Arbitration under the Arbitration & Conciliation Act

 Jurisdiction: Rajkot

20. MISCELLANEOUS CONDITIONS

 No sub-letting without RMC approval

 No encroachment beyond ROW

 QR/ID coding of every gantry

 No over-illumination causing glare to motorists

 Public complaint must be addressed within 48 hrs

 Full cooperation with police, collectors, RTO, and govt departments

SPECIAL CONDITIONS FOR BIDDERS

1. 100% of display area can be utilized for RMC advertisements at free of cost during 15 days minimum

in each year till contract.

2. After license period of 15 years, the advertisement structure will be the property of RMC. If during

the DBOT Contract Period the Agency fails to maintain the FOB/Gantry/Hoarding in proper, safe and

serviceable condition or any structural defect occurs, Rajkot Municipal Corporation (RMC) shall have

absolute right to take over the structure and all advertisement and revenue rights without any

compensation and recover all rectification costs from the Agency.

The Agency shall have no right to raise any claim, dispute or demand whatsoever against RMC on

account of such action, and the decision of RMC shall be final, binding and conclusive in all respects.

3. In case of advertisement on respective source through lighting, the lighting can only be started after

getting a certificate of Chief electrical inspector approved License Holder, Electrical Contractor and

Electrical Supervisor of Gujarat regarding setup made for display, consisting Internal wiring and

electrical equipment / item, is safe. Agency has to produce safety certificate every year.

4. Safety of surrounding assets and people

5. ON completion of contract, the Licensee fails to vacate the advertisement space within seven (7)

days of termination of License Agreement or end of the contract, the Licensee shall be deemed to be

an unauthorized occupation of the advertisement space and shall be liable to pay the penalty @ Rs.

5,000/- (Rs. Five Thousand)per location per day.

6. If agency has not utilized the space for advertisement on sides of FoB structure, RMC will give

advertisement rights to another agency. The bidder will have to consider this while designing and

quoting the rate for FoB.

Ownership and Protection of Property

1) Authority shall retain the title and ownership of any site allotted by Authority to Licensee for

purposes of carrying out Licensee’s obligations in relation to this Project. Such title and ownership of

Authority of any such site shall not pass to Licensee.

2) For the purpose of the License Agreement, the Licensee shall have rights to the use of site as sole

licensee and protect the asset created by Licensee subject to and in accordance with this Tender.

3) All the elements including Non-display elements of the Advertisement shall be the property of the

Licensee and the Licensee shall take the possession of it and vacant the site at the end of the License

period. It means at the end of license period, licensee can take possession of structure and all other

relevant elements thereof.

4) The Licensee shall keep the entire site elements in original condition at the end of the License

5) In case of damages by the Licensee, the Licensee shall replace any damaged element of Site

including lighting assets as per directions of the Authority with new one comprising the original

specifications, original brand and approved by the Authority

Advertisement Rights

1) The successful bidder (Licensee) will be granted the rights for display of advertisements at the places

designated for itself / its clients against charging such fees as it may find appropriate.

2) Authority shall furnish license for Advertisement rights on the Hoarding Boards / Gantry / Kiosks at

different locations in the city of Rajkot.

3) Design for advertisement spaces and size of advertisement at each designated places are presented

in Annexure-5. Any violation from stipulated design may be rectified by the Licensee immediately on

being given notice by the Authority. Any violation further shall attract damages of Rs 5000/- (Rs. Five

Thousand) per location per day.

4) The advertisement rights granted to the successful bidder under this Agreement is subject to the

a. The content of the advertisement shall maintain standards of decency and uphold public

morals. The Authority shall reserve the right to prohibit any advertisement in which it finds

having objectionable content.

b. Advertising should not adversely impact upon the safety and functioning of a road,

walkway, junction, any other public passage, people and/or assets.

c. Advertising does not obscure or conflict with traffic signals, informational and directional

signs or street signs.

d. Advertising is appropriate with regard to the architectural design of buildings on which

signs are displayed.

e. All National/ State local level rules and norms in terms of products, themes, content and

mode of display would continue to apply.

f. All lighting associated with any advertising device shall be directed solely on the

advertising device only. Level of illumination shall not pose safety hazards. In general, the

average maintained luminance shall be reduced to 0.5 candelas.

g. ON request from agency, RMC will give NOC for lighting along with work order.

h. In case of advertisement on Hoarding Boards / Gantry / Kiosks through lighting, the

lighting can only be started after getting a certificate from the Office of the Chief Electrical

Inspector, License Holder Electrical Contractor and Electrical Supervisor of Gujarat regarding

setup made for display, consisting Internal wiring and ele. Equipment / item, is safe. Agency

has to produce safety certificate every year.

i. Materials used in advertisement device shall be non-polluting, fire resistant and injury

j. Authority does not take any responsibility for vandalism.

k. The colors and visual graphics of the advertisement must never compete with or subdue

the identity of.

l. All signs shall be so designed as to maintain a proportion where, as a general rule, letters

should not appear to occupy more than 20% of the sign area.

m. Agency must have to show the starting and Expiry date of the contract on bottom part of

advertisement panel in readable form.

n. No Advertisement or display that is on the negative content hereunder shall be allowed to

be displayed irrespective of the time of the day and scale of the advertisement. Such list is

mentioned below:

i. Advertisement banned by the Advertisement Council of India or by law.

ii. Advertisements of goods or services which are prohibited by any law or whose advertisements

prohibited by any law.

iii. Advertisements of any kind of prohibited drugs, hard drinks (Alcohol) and all kind of tobacco

products for smoking.

iv. Advertisements containing pornographic contents and/or an "indecent representation of women"

within the meaning of the Indecent Representation of Women (Prohibition) Act,

v. Advertisements containing sexual overtone and/or nudity.

vi. Advertisements glorifying exploitation of women or child.

vii. Advertisements showing violence and cruelty to either human being or any kind of organism.

viii. Advertisements showing racial abuse to any caste or community or propagating ethnic

ix. Advertisements related with lottery tickets, sweepstakes entries and slot machines.

x. Advertisements accompanied by sound.

xi. Advertisements which are prohibited by any law except mentioned above.

5) Successful bidder will have to follow the following instructions regarding Model Code of Conduct

during Election period.

If there is a specifically earmarked place provided for displaying advertisement in a public place e.g.

bill boards, hoardings etc. and if such space is already let out to any agency for further allocation to

individual clients, the District Election Officer through the municipal authority concerned, if any,

should ensure that all political parties and candidates get equitable opportunity to have access to such

advertisement space for election related advertisement during the election period”

Any other instructions regarding MCC, received from the District Election Officer / R.O./ M.C.C. nodal

officer / Municipal Authority will have to be follow by the successful bidder.

Special Conditions for Hoarding and Gantry Board Installation:

1. Ground clearance of Hoarding Board should be of minimum 8 ft.

2. Height of the Gentry Board will be 10 ft. Width of the Gentry Board will be as per Bridge / Road

3. Ground clearance of gentry Board should be of 18 ft. In case where sign board of RMC is exists,

Gentry board should be erected above that sign board.

4. Gentry Board should be erected on single round pole design as per sample photo given in Annexure

5. For the purpose of beautification of the city, hoarding board/ gantry board structure must be

painted in silver / Black colour only.

6. For the purpose of beautification of the city, all agencies have to ensure the arrangement of

hoardings in a uniform way in the case where no. of hoarding boards are two or more than two at any

location / circle. Agency will have to follow the instructions of RMC regarding Height and arrangement

of hoarding boards in such case.

7. No road side hoarding board should come outside the edge of footpath in any circumstances

8. While erecting hoarding board structure (except gentry board) on obligatory span & near bridge

pillar of Jaddu’s chowk bridge and hospital chowk bridge, licensee has to submit design/drawing and

way in which they will anchor hoarding board structure on or near bridge, from structural engineer.

Such design will be submitted to the structural engineer of bridge which had been appointed by RMC.

Licensee is bound to follow the instructions and suggestion of structural engineer of bridge. Once

approval is given by structural engineer of bridge then only licensee can erect board on obligatory

span & near bridge pillar.

9. The foundation of the gantry board shall be kept underground. Above ground gantry boards and

structures i.e. poles etc. shall have a maximum height of 1.5 feet.

10. Any illegal boards on pole found will be removed with coordination of respective department.

Accordingly, the total cumulative area of all gantry / Hoardings shall not exceed 3500 sqm. under any

No additional gantry/ Hoardings, increase in size, relocation, or excess area beyond the above-

mentioned limit shall be allowed. Any installation exceeding the permitted quantity or total area shall

be treated as a serious violation of tender conditions and shall be removed immediately at the

Contractor’s risk and cost, without any claim, compensation, or time extension.

The final location, size, design, and placement of all Standee / Hoardings shall be subject to prior

written approval of the Engineer-in-Charge / PMC / RMC, and the Contractor shall strictly comply with

all applicable local rules, safety norms, and statutory regulations.

General Conditions for Bidders:

1. Commencement of Advertisement Work

The work of advertisement display for hoardings shall be permitted to commence only after

completion of 25% of the total work of Construction of FOB and after obtaining written approval

from the concerned authority.

2. Permission After Partial Completion

Upon completion of 50% of the total work of Construction of FOB, permission may be granted by

the authority to proceed further for Advertisement Rights Give to Bidder, subject to compliance

with all applicable rules and conditions.

3. Validity Period

The 15 (fifteen) years validity period shall be calculated from the date of publication of the tender

advertisement, and not from the date of award of work or execution of agreement.

4. Static and Digital Boards

Both static boards and digital boards shall be permitted, strictly as per the approved design, size,

and technical specifications.

5. Compliance with Advertisement Rules

All advertisement boards shall be installed strictly in accordance with the Advertisement Hoarding

Policy, Town Planning Rules, and CGDCR Rules and provisions. Any violation shall be the sole

responsibility of the agency.

6. Joint Venture Allowed

Joint Venture (JV) is allowed for this tender.

The successful bidder/agency shall be permitted to display advertisements only on the designated

LED Screen installed on the Foot Over Bridge (FOB), as approved by the Authority. No advertisement,

hoarding, banner, flex, vinyl, glow sign board, standee, kiosk, or any other form of display shall be

allowed on any other part of the FOB structure, including but not limited to:

7. Railings, Staircases, Columns, Roof / Canopy, Side panels, Entry / Exit gates, Supporting structures.

Any temporary or permanent structure within or attached to the FOB. Installation of any

advertisement material other than the approved LED screen display shall be strictly prohibited. In

case of violation of this condition, the RMC/Engineer-in-Charge shall have the right to: Immediately

remove such unauthorized advertisement at the risk and cost of the agency, impose penalties as per

contract conditions, and terminate the contract without prior notice in case of repeated violations.

The decision of the Engineer-in-Charge / Authority shall be final and binding in this regard.

Rights for Shops / Structures on FOB

1. The successful bidder/agency shall have the right to operate, manage, and rent out the

approved shops, kiosks, or commercial spaces constructed on the Foot Over Bridge (FOB),

strictly as per the design, layout, and approval granted by the Authority.

2. The agency shall not construct, alter, modify, or expand any shop, kiosk, stall, cabin, or any

temporary/permanent structure without prior written approval of the Authority / Engineer-

3. The agency shall be solely responsible for:

o Collection of rent,

o Maintenance of the commercial area and all other FOB area and also maintain FOB,

o Safety and cleanliness,

o Compliance with statutory rules and local authority regulations.

4. However, the ownership and overall control of the FOB structure shall remain solely with the

5. The Authority reserves the absolute right to modify, reduce, relocate, suspend, or withdraw

the commercial usage rights of any shop/structure at any time in public interest,

administrative reasons, policy changes, or statutory requirements.

6. The agency hereby agrees and undertakes that:

o It shall not raise any objection, dispute, claim, or compensation demand against the

Authority in case of such modification or withdrawal of rights.

o It shall comply with any revised terms and conditions imposed by the Authority from

o The decision of the Authority / Engineer-in-Charge shall be final and binding in all

matters related to commercial rights on the FOB.

7. No compensation, loss of profit, or damages shall be payable by the Authority due to any such

change in rights or conditions.

8. Water supply and drainage facilities are not provided in the shops. Electricity connection shall

be obtained by the agency/licensee from the concerned authority by paying the prescribed

fees and deposits. The agency shall be responsible for payment of all electricity bills, water

charges, and any applicable municipal taxes or service charges. The authority shall not bear

any cost related to these utilities.

Special Conditions for Bidders:

The Contractor shall be permitted to install gantry / Hoardings strictly limited to a maximum of

Accordingly, the total cumulative area of all gantry / Hoardings shall not exceed 3500 sqm. under any

No additional gantry/ Hoardings, increase in size, relocation, or excess area beyond the above-

mentioned limit shall be allowed. Any installation exceeding the permitted quantity or total area shall

be treated as a serious violation of tender conditions and shall be removed immediately at the

Contractor’s risk and cost, without any claim, compensation, or time extension.

The final location, size, design, and placement of all Standee / Hoardings shall be subject to prior

written approval of the Engineer-in-Charge / PMC / RMC, and the Contractor shall strictly comply with

all applicable local rules, safety norms, and statutory regulations.

Allotment of Shops on FOB

1. Restriction on Type of Vendors

The successful bidder / agency shall not allot, sublet, lease, or permit use of any shop/commercial

unit located on the FOB (Foot Over Bridge) to:

● Pan/Galla vendors

● Tobacco or Gutka sellers

● Temporary hawkers

● Unauthorized street vendors

● Any illegal or nuisance-creating activities

● Any vendor not permitted under Municipal norms

No shop shall be used for activities that create hygiene, safety, or public inconvenience issues.

2. Mandatory Verification & Approval by RMC

All shops/commercial units on the FOB shall be allotted only after verification and written approval

from Rajkot Municipal Corporation (RMC).

The procedure shall be as follows:

1. The agency shall submit complete vendor details including:

o Name of Vendor

o Business Type

o GST Registration (if applicable)

o Trade License

o Proposed Use of Shop

2. RMC shall verify the credentials and business category.

3. Only after written approval from RMC, the agency may execute the rent agreement.

Without written approval from RMC, no shop shall be handed over or occupied.

3. Authority Rights

● RMC reserves the full right to approve or reject any proposed vendor without assigning any

● RMC may cancel approval of any vendor at any time if the vendor violates municipal rules or

creates public nuisance.

● The agency shall immediately terminate such vendor within 7 days of written instruction

4. Responsibility of Agency

● The agency shall be fully responsible for ensuring compliance with municipal laws.

● Any violation shall be treated as breach of tender condition.

● RMC may impose penalty, cancel allotment rights, or terminate the contract in case of non-

FOB ADVERTISEMENT & COMMERCIAL RIGHTS

1. Advertisement Rights – LED Screen Only

1.1 The successful bidder/agency shall be permitted to display advertisements only on the approved

LED Screen installed on the Foot Over Bridge (FOB).

1.2 No hoardings, banners, flex boards, vinyl prints, glow sign boards, kiosks, standees, or any other

advertisement medium shall be allowed on any other portion of the FOB including railings, columns,

staircase walls, roof, side panels, entry/exit gates, or structural members.

1.3 Any unauthorized advertisement shall be removed immediately at the risk and cost of the

agency, and penalty as decided by the Authority shall be imposed.

2. Shops / Commercial Structures Rights

2.1 The agency shall have the right to rent out only those shops/kiosks/commercial units that are

approved in the sanctioned layout.

2.2 No additional shop, stall, cabin, temporary or permanent structure shall be erected without prior

written approval of the Authority.

2.3 The agency shall be solely responsible for:

 Collection of rent from tenants

 Execution of rent agreements

 Electricity, security, and housekeeping of commercial area

 Compliance with statutory permissions

2.4 Ownership of the FOB and all permanent structures shall remain with Rajkot Municipal

Corporation at all times.

3. Revenue Sharing with Rajkot Municipal Corporation

3.1 The revenue share shall be calculated on gross collection amount before deduction of any

3.2 Payment shall be made on a monthly basis on or before the 10th of the following month along

with certified revenue statement.

3.3 In case of delay in payment, interest @ 5 % per month shall be charged.

4. Maintenance Responsibility of FOB

4.1 Complete operation and maintenance of the FOB shall be solely the responsibility of the agency

during the contract period.

4.2 Maintenance shall include but not be limited to:

 Structural maintenance

 Painting and repair work

 Cleaning and housekeeping

 Electrical systems and LED maintenance

 Safety, lighting, and security

 lift maintenance

 Drainage and rainwater disposal

4.3 The FOB must be maintained in safe, clean, and good operational condition at all times.

4.4 Failure to maintain properly shall result in:

 Notice for rectification within 7 days

 Penalty as decided by Authority

 In case of repeated failure, termination of contract

5. Authority Rights

5.1 Rajkot Municipal Corporation reserves the right to:

 Modify advertisement policy

 Revise revenue share percentage

 Suspend commercial rights in public interest

 Terminate contract in case of breach

5.2 The decision of the Municipal Commissioner / City Engineer shall be final and binding.

5.3 No claim for compensation, loss of profit, or damages shall be entertained.

FINANCIAL BID FORMAT

(Revenue Sharing for FOB Advertisement & Commercial Rights)

1. LED Screen Advertisement and Shops / Commercial Units Revenue Sharing

The Bidder hereby agrees to share the following percentage of the Total Gross Revenue collected

from LED Screen Advertisements installed on the FOB:

 Percentage offered to Rajkot Municipal Corporation (RMC): ________ %

 Percentage retained by Bidder: ________ %

(Note: Total must be 100%)

2. Declaration by Bidder

We hereby declare that:

 The above offered percentage is based on gross revenue before deduction of any expenses.

 We shall not claim any deduction towards maintenance, electricity, staff salary, marketing, or

operational costs.

 The offered percentage shall remain valid throughout the contract period.

 We agree to deposit RMC’s share on or before the 10th day of every succeeding month.

Signature of Bidder: ___________________

Name of Firm: ___________________

Authorized Signatory: ___________________

Seal of Firm: ___________________

Award of Work & Authority Rights

1. The bidder quoting the highest revenue share / most advantageous financial offer to Rajkot

Municipal Corporation (hereinafter referred to as “L1 Bidder”) shall be considered for award

of the work, subject to fulfilment of all eligibility criteria, technical qualification, and document

verification as per tender conditions.

2. Merely being declared as H1 or L1 Bidder shall not confer any automatic right to claim award

of work. The Letter of Acceptance (LOA) shall be issued only after approval by the Competent

3. Rajkot Municipal Corporation reserves the absolute right to:

o Accept or reject any or all bids without assigning any reason,

o Cancel the tender process at any stage,

o Disqualify any bidder during technical or financial evaluation,

o Re-invite the tender,

o Modify tender conditions before award of work,

o Withdraw the work in public interest or administrative reasons.

4. The bidder shall not have any right to claim compensation, damages, or loss of profit in case

of cancellation, rejection, or modification of the tender.

5. The decision of the Municipal Commissioner / City Engineer shall be final and binding on all

ITEM WISE TECHNICAL SPECIFICATION

Name of Work - FOB Near Big bazar at 150 ft ring road, Rajkot

Item No.1 :-Site clearance & barricading - Clearing vegetation, debris, and obstructions with

levelling of site. Providing 2.4 m high GI/MS sheet barricading with gates, reflective strips, lighting,

and safety signage. Includes erection, maintenance, dismantling, and disposal of cleared material

as per Engineer’s instructions.

All materials shall be new and of approved quality. Barricading shall be 2.4 m high using GI/MS sheets

minimum 0.63 mm thick, corrugated or plain as approved. Sheets shall be fixed on MS angle/pipe

framework comprising minimum 40×40×3 mm MS angles or 48 mm OD MS pipes, including base

plates, clamps, nuts, bolts, and anchor fasteners. Gates shall be fabricated from MS sections with

GI/MS sheet infill and lockable arrangements. Barricading shall include retro-reflective caution strips,

warning signage boards, and solar/electric blinker lights at regular intervals. All MS members shall be

treated with one coat zinc chromate/red oxide primer and two coats of approved synthetic enamel

paint. GI sheets shall be free from corrosion, properly overlapped, and securely fixed. All safety signage

shall conform to IRC / MoRTH / local authority norms.

Work includes clearing vegetation, shrubs, debris, rubbish, and surface obstructions, followed by

levelling and dressing of the site to required profile. Barricading shall be erected true to line, level, and

plumb with rigid fixing to withstand wind and site conditions. All edges shall be smooth, joints properly

aligned, and corners safely finished. Gates shall operate smoothly and remain secure at all times.

Barricading shall be maintained throughout the contract period, including cleaning, repainting if

required, replacement of damaged sheets, lights, or signage, and shifting as directed by the Engineer.

On completion, barricading shall be carefully dismantled, and all cleared material and dismantled

components shall be removed and disposed of at approved locations, complete in all respects.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm.)

Item No.2 Dismantling Cement concrete or RCC Disposing it in RMC area

No new material involved. Rate shall include handling and disposal of dismantled concrete debris and

embedded steel reinforcement.

Dismantling and breaking of existing plain cement concrete (PCC) or reinforced cement concrete (RCC)

of any grade and thickness by manual means and/or using mechanical breakers, including cutting of

reinforcement where encountered, breaking into manageable pieces, stacking, loading, and

transportation. The work shall include all labour, tools, tackles, machinery, safety measures, traffic

management if required, and protection of adjoining structures. All dismantled concrete and steel

reinforcement shall be removed from site and disposed of in the designated RMC dumping area or

approved disposal location, complete as directed by the Engineer-in-Charge. No extra payment shall

be made for reinforcement cutting, handling, or disposal unless otherwise specified.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.3 Excavation of Paver Road (except for Road works)

No new materials involved. Item includes handling of dismantled paver blocks, bedding sand, edge

restraints, and underlying layers as encountered.

Excavation of existing paver block pavement in footpaths, parking areas, plazas, medians, or non-road

locations, including removal of paver blocks, cutting edges where required, dismantling of kerbs/edge

restraints if present, excavation of bedding sand and granular sub-base to required depth, and

dressing of the exposed surface. Work shall be carried out by manual means and/or mechanical

equipment as directed, including stacking of serviceable paver blocks separately for reuse or removal

as instructed. The item includes loading, transportation, and disposal of unserviceable materials and

debris to approved dumping locations, protection of existing utilities, and all labour, tools, tackles, and

safety measures, complete as per Engineer-in-Charge’s directions.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm.)

Item No.4 Excavation of WBM Road (except for Road works)

No new materials involved. Item includes handling of dismantled WBM materials such as stone

aggregates, screenings, and binding material.

Excavation and dismantling of existing Water Bound Macadam (WBM) road surface in areas other

than main carriageway works, including service roads, internal roads, parking areas, footpaths, and

utility zones. The work shall comprise breaking and removal of WBM crust of specified thickness by

manual means and/or mechanical tools, cutting edges where required, loosening, lifting, and stacking

of materials. Serviceable materials, if any, shall be stacked separately as directed, while unserviceable

materials shall be loaded, transported, and disposed of at approved dumping/RMC areas. The item

includes dressing of the exposed surface, protection of adjacent structures and utilities, and all labour,

tools, tackles, machinery, and safety measures, complete as directed by the Engineer-in-Charge. Road

works proper are excluded.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm.)

Item No.5 Empty boring through all sorts of strata for providing 1.20 Mt. diameter R.C.C. bored piles

to required depth required depth including providing necessary casing pipe with all plants and

equipment’s as required complete.

Item includes provision and use of temporary MS casing pipes of suitable diameter and thickness,

bentonite/polymer slurry if required for bore stability, and all consumables necessary for boring

operations. No permanent materials such as reinforcement steel or concrete are included in this item.

Empty boring through all types of soil and strata (excluding hard rock unless specifically mentioned)

for providing 1.20 metre diameter RCC bored cast-in-situ piles, carried out to the required depth as

approved by the Engineer-in-Charge. Boring shall be executed using approved hydraulic rotary rigs or

mechanical equipment, ensuring correct pile location, verticality, and stability of bore. The work

includes driving, maintaining, and withdrawing temporary casing pipes, handling of excavated soil,

dewatering if encountered, disposal of spoil, and operation of all necessary plants, machinery, tools,

tackles, and skilled labour. Bore shall be maintained in stable condition until completion of boring

operations, complete in all respects as directed. Reinforcement, concreting, tremie work, and pile

head cutting are excluded and shall be measured separately.

3. MEASUREMENT UNIT

Measured in Running meter (Rmt.)

Item No.6 Providing and laying controlled cement concrete M-250 for R.C.C. bored piles of 1.20 Mt.

diameter including ramming, vibrating and finishing complete

Controlled cement concrete of grade M-250 conforming to IS 456 and IS 10262, produced at approved

batching plant or site batching as permitted, using OPC / PPC cement, clean crushed stone aggregates

of approved size, and potable water. Concrete shall be of suitable workability for bored pile

application. No reinforcement steel or casing pipe is included in this item. Admixtures, if required for

workability or setting control, shall be of approved make.

Providing, placing, and laying M-250 grade controlled cement concrete in 1.20 metre diameter RCC

bored cast-in-situ piles, including lowering of concrete by tremie pipe or approved method to avoid

segregation, continuous placement to full depth, ramming, mechanical vibration, and proper

finishing at pile top level. The work includes all labour, tools, plant, tremie pipes, vibrators, curing

arrangements, and precautions to ensure sound, honeycomb-free concrete. Concrete shall be placed

immediately after boring and bore stabilization. Reinforcement fixing, pile boring, casing, and pile

head cutting are excluded and shall be paid under separate items, complete as directed by the

Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.7 Providing and fixing in position Fe 500D TMT for R.C.C. bored piles as per detailed

drawing, including cutting, bending hooking tying and welding complete and including forming the

cage and lowering it in position. (up to 10 ton)

High-strength Fe 500D TMT reinforcement steel bars conforming to IS 1786, of approved make and

diameter as specified in detailed drawings. Binding wire (annealed mild steel), welding electrodes

(where welding is permitted), spacers, chairs, centralizers, and all ancillary materials required for

fabrication and positioning of reinforcement cage shall be included. Steel shall be free from rust, oil,

scale, or defects.

Providing, cutting, bending, hooking, tying, and welding (where specified) of Fe 500D TMT

reinforcement bars strictly as per approved drawings and bar bending schedules. The work includes

fabrication of complete reinforcement cages for RCC bored cast-in-situ piles, fixing of spacers and

centralizers to ensure required cover, and lowering and positioning of cages into bored pile shafts

without distortion or displacement. All operations shall be carried out using skilled labour, proper

tools, tackles, lifting arrangements, and safety measures. Reinforcement shall be securely tied to

maintain shape during concreting. Work shall be complete in all respects as directed by the Engineer-

3. MEASUREMENT UNIT

Measured in Metric Tonne (MT)

Item No.8 Providing and casting in situ-controlled cement concrete M-200 for R.C.C. pile cap

including necessary formwork, vibrating, curing and finishing complete.

Controlled cement concrete of grade M-200 conforming to IS 456, produced using approved OPC/PPC

cement, clean crushed stone aggregates of graded size, clean sand, and potable water. Approved

shuttering/formwork materials such as steel plates, ply boards, timber, props, runners, ties, clamps,

and release agents shall be included. Admixtures, if required, shall be of approved make.

Reinforcement steel is excluded and shall be paid under separate item.

Providing, placing, and casting in-situ M-200 grade controlled cement concrete in RCC pile caps of

required dimensions as per approved drawings. Work includes designing, erecting, maintaining, and

removing formwork, proper alignment and tightness to prevent leakage, placing concrete in layers,

mechanical vibration, compaction, finishing of exposed surfaces, and curing for the specified period.

All labour, tools, tackles, vibrators, curing arrangements, and protection of fresh concrete shall be

included. Concrete shall be true to line, level, and dimension, complete as directed by the Engineer-

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.9 Providing and placing in position High yield strength deformed bars for pile cap including

cutting, bending hooking, and tying complete as per detailed drawing.

High yield strength deformed reinforcement bars of approved grade (Fe 500 / Fe 500D TMT)

conforming to IS 1786, of diameters and quantities as specified in approved drawings and bar bending

schedules. Binding wire (annealed MS), chairs, spacers, cover blocks, and all ancillary materials

required for proper fixing and cover maintenance shall be included. Reinforcement shall be free from

oil, loose rust, scale, or any defects.

Providing, cutting, bending, hooking, and tying of HYSD reinforcement bars strictly as per approved

drawings and BBS, including placing and fixing reinforcement in RCC pile caps at all levels. Work

includes fixing of spacers, chairs, and cover blocks to maintain specified clear cover, proper tying with

binding wire to prevent displacement during concreting, and all labour, tools, tackles, and safety

arrangements required for execution. Reinforcement shall be accurately placed to line, level, and

spacing and shall remain secure during concreting operations, complete as directed by the Engineer-

3. MEASUREMENT UNIT

Measured in Metric Tonne (MT)

Item No.10 Excavation of Foundation in Soft Murrum, Soil or Sand from 0.0 mtr. to 1.50 mtr depth

including dewatering with lifting and laying in RMC limit as instructed

No new materials involved. Item includes handling of excavated earth, soft murrum, soil, or sand and

incidental consumables required for dewatering operations.

Excavation of foundation trenches, pits, or bases in soft murrum, soil, or sand from existing ground

level up to 1.50 metre depth, by manual means or mechanical equipment as directed. The work

includes setting out, dressing of sides, levelling and ramming of bed, and dewatering by pumping or

bailing to keep excavation dry during execution. Excavated material shall be lifted, loaded,

transported, and laid/disposed within RMC limits or at approved locations as instructed by the

Engineer-in-Charge. The item includes all labour, tools, tackles, machinery, safety precautions,

protection of nearby structures and services, and compliance with site safety requirements, complete

in all respects.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.11 Excavation of Foundation in Soft Murrum, Soil or Sand from 1.51 mtr. to 3.0 mtr depth

including dewatering with lifting and laying in RMC limit as instructed

No new materials involved. Item includes handling of excavated soft murrum, soil, or sand and

consumables required for dewatering operations.

Excavation of foundation trenches, pits, or bases in soft murrum, soil, or sand from 1.51 metre to

metre depth below existing ground level, executed by manual means and/or mechanical equipment

as directed. The work includes setting out, dressing of sides, levelling and ramming of the bottom, and

continuous dewatering by pumping or bailing to maintain dry working conditions. Excavated material

shall be lifted, loaded, transported, and laid or disposed within RMC limits or at approved locations as

instructed by the Engineer-in-Charge. The item includes all labour, tools, tackles, machinery, safety

precautions, shoring where required, protection of nearby structures and underground services, and

compliance with safety norms, complete in all respects.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.12 CC work 1:3:6 using aggregate of size 10-20 mm, curing, finishing etc. complete (without

Plain cement concrete in proportion 1:3:6 (cement : sand : coarse aggregate) using approved OPC/PPC

cement, clean coarse sand, and crushed stone aggregate of 10–20 mm size, free from dust and

deleterious matter, and potable water. No reinforcement steel is included in this item. Admixtures, if

permitted, shall be of approved make.

Providing, mixing, laying, and compacting plain cement concrete 1:3:6 at all levels and locations as

directed, including proper mixing by mechanical mixer, placing in position, ramming and/or

mechanical vibration, levelling, finishing to required line and level, and curing for the specified

period. The work includes all labour, tools, tackles, formwork where required, protection of edges,

and compliance with workmanship standards. Concrete shall be placed continuously to avoid cold

joints and finished smooth or rough as specified, complete in all respects as directed by the

Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.13 CC work M35 for RCC slab using aggregate of size 10-20 mm, centring, curing, finishing

etc. complete (without reinforcement)

Controlled cement concrete of grade M-35 conforming to IS 456, produced from approved OPC/PPC

cement, clean river/crushed sand, and graded crushed stone aggregate of 10–20 mm size, with

potable water. Ready-mix concrete from approved batching plant or site-controlled concrete as

permitted. Approved centring and shuttering materials such as steel plates, ply boards, props, runners,

clamps, ties, and shuttering oil shall be included. Reinforcement steel is excluded from this item.

Providing, placing, and casting in-situ M35 grade concrete for RCC slab work at all levels as per

approved drawings. Work includes designing, erecting, maintaining, and removing centring and

shuttering, placing concrete in layers, mechanical vibration for full compaction, finishing of exposed

surfaces to required line, level, and tolerance, and curing for the specified period. All labour, tools,

tackles, vibrators, curing arrangements, and protection of green concrete shall be included. Concrete

shall be dense, sound, and free from honeycombing, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.14 CC work M-35 for Column using aggregate of size 10-20 mm, centring, curing, finishing

etc. complete (without reinforcement)

Controlled cement concrete of grade M-35 conforming to IS 456, produced using approved OPC/PPC

cement, clean sand, and graded crushed stone aggregate of 10–20 mm size, with potable water.

Concrete shall be supplied from an approved RMC plant or controlled site batching, as permitted.

Approved centring and shuttering materials including steel/ply shuttering plates, props, clamps, ties,

supports, and shuttering oil shall be included. Reinforcement steel is excluded from this item.

Providing, placing, and casting in-situ M-35 grade concrete for RCC columns of required size and shape

as per approved drawings. Work includes erection, alignment, tightening, and removal of column

formwork, ensuring true line, plumb, and dimensions; placing concrete in layers; mechanical vibration

to achieve full compaction without segregation; finishing of exposed surfaces; and curing for the

specified period. All labour, tools, tackles, vibrators, curing arrangements, and protection of green

concrete shall be included. Concrete shall be dense, sound, and free from honeycombing, complete

as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.15 CC work M-35 for Beam using aggregate of size 10-20 mm, centring, curing, finishing etc.

complete (without reinforcement)

Controlled cement concrete of grade M-35 conforming to IS 456, produced using approved OPC/PPC

cement, clean sand, and graded crushed stone aggregate of 10–20 mm size, with potable water.

Concrete shall be supplied from an approved RMC plant or controlled site batching as permitted.

Approved centring and shuttering materials including steel plates, ply boards, props, runners, clamps,

ties, and shuttering oil shall be included. Reinforcement steel is excluded from this item.

Providing, placing, and casting in-situ M-35 grade concrete for RCC beams of required size and profile

as per approved drawings. Work includes erection, alignment, and removal of centring and

side/bottom shuttering, ensuring true line, level, and camber where specified; placing concrete in

layers; mechanical vibration for full compaction; finishing of exposed surfaces; and curing for the

specified period. All labour, tools, tackles, vibrators, curing arrangements, and protection of fresh

concrete shall be included. Concrete shall be dense, sound, and free from honeycombing, complete

as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.16 CC work M-25 for Stair Caseusing aggregate of size 10-20 mm, centring, curing, finishing

etc. complete (without reinforcement)

Controlled cement concrete of grade M-25 conforming to IS 456, produced using approved OPC/PPC

cement, clean sand, and graded crushed stone aggregate of 10–20 mm size, with potable water.

Concrete shall be supplied from an approved RMC plant or controlled site batching, as permitted.

Approved centring and shuttering materials including steel plates, ply boards, props, runners, clamps,

supports, and shuttering oil shall be included. Reinforcement steel is excluded from this item.2.

Providing, placing, and casting in-situ M-25 grade concrete for RCC staircases including waist slab,

steps, risers, and landings as per approved drawings. Work includes erection, alignment, and removal

of centring and shuttering, forming of steps to correct rise and tread, placing concrete in layers,

mechanical vibration to achieve full compaction, finishing of exposed surfaces, and curing for the

specified period. All labour, tools, tackles, vibrators, curing arrangements, and protection of green

concrete shall be included. Concrete shall be true to line, level, slope, and finish, complete as directed

by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.17 Brick Masonry work in Cement:Mortar 1:6

Burnt clay bricks of approved quality, conforming to IS 3495 / IS 1077, of uniform size, shape, and

colour, with minimum compressive strength as specified. Cement mortar in proportion 1:6 (cement :

sand) using OPC/PPC cement and clean, well-graded coarse sand free from silt and organic impurities.

Potable water for mixing and curing. Scaffolding materials, curing water, and all incidental

consumables shall be included.

Providing and constructing brick masonry in cement mortar 1:6 at all levels and locations as per

drawings. Bricks shall be soaked in water before use, laid true to line, level, and plumb with proper

bonding, joints fully filled, and joint thickness not exceeding 10 mm. Masonry shall be carried up

uniformly, raked or finished as specified, and properly cured for the required period. The work

includes all labour, tools, tackles, scaffolding, cutting of bricks, forming openings, and protection of

finished work, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Cubic meter (Cum)

Item No.18 20mm thick Sand Face Cement Plaster Work in which 1 paster in proportion of 1:3 and

2nd plaster inteh proportion of 1:2 using Cement:Mortar with spong finishing etc. complete (Note:

Before carringout Plaster work on RCC, required tipping work should be carried out as instructed)

Cement plaster in two coats totaling 20 mm thickness, consisting of:

First coat (12 mm thick) in proportion 1:3 (cement : coarse sand)

Second coat (8 mm thick) in proportion 1:2 (cement : fine sand)

Using approved OPC/PPC cement, clean, well-graded sand free from silt and organic matter, potable

water, and necessary curing materials. Chicken mesh / tipping material for RCC surfaces shall be

provided where instructed. All materials shall conform to relevant IS standards.

Preparing the surface by cleaning, hacking, and tipping/roughening of RCC surfaces as directed before

plastering. Applying first coat plaster in CM 1:3, properly keyed and cured. Applying second coat

plaster in CM 1:2 to achieve uniform thickness, true line, level, and plumb. Final surface shall be

finished with sponge finish to achieve sand face texture. Work includes all labour, tools, tackles,

scaffolding, curing for the specified period, protection of finished surfaces, and rectification of defects,

complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.19 Cement Plaster 12 mm thick using Cement:Mortar in proportion 1:3 with Niru Finishing

curing, etc. complete

Cement plaster 12 mm thick in proportion 1:3 (cement : fine sand) using approved OPC/PPC cement,

clean and well-graded fine sand (Niru sand) free from silt, clay, and organic impurities, potable water,

and necessary curing materials. All materials shall conform to relevant IS standards.

Preparing the surface by cleaning, hacking/roughening where required, and wetting prior to

plastering. Applying 12 mm thick cement plaster in CM 1:3 in a single coat, laid true to line, level, and

plumb. The plaster surface shall be finished with Niru finish, achieved by using fine sand and steel

trowel to obtain a smooth and uniform texture. Work includes all labour, tools, tackles, scaffolding,

proper curing for the specified period, protection of finished surfaces, and rectification of defects,

complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.20 Plastic Imulsion Paint (Two coats) (Asian Paint, ICI, Dulux, Nerolac, Berger etc. of

approved type) (with Prime Coat)

Approved quality plastic emulsion paint of Asian Paints, ICI (AkzoNobel), Dulux, Nerolac, Berger, or

equivalent approved make, of required shade and finish. Acrylic wall primer / sealer of approved make

compatible with the paint system. Clean potable water for thinning, sandpaper, fillers, putty, and all

consumables required for surface preparation. All materials shall be from the same manufacturer to

ensure compatibility.

Preparing the surface by cleaning, removing dust, loose particles, oil, grease, and old flaking paint.

Applying wall putty where required to achieve a smooth surface, followed by one coat of approved

primer evenly and allowing proper drying. Applying two coats of plastic emulsion paint by

brush/roller/spray to obtain uniform shade, smooth finish, and full coverage, with proper drying time

between coats. The work includes all labour, tools, tackles, scaffolding, protection of adjoining

surfaces, and rectification of defects, complete as directed by the Engineer-in-Charge.3.

MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.21 Apex Color work on Outer side of Wall (Two coats) (with Base Coat)

Approved quality exterior weatherproof Apex type paint of reputed make (Asian Paints Apex /

equivalent approved), of specified shade and finish. Compatible exterior base coat / primer as

recommended by the manufacturer. Clean potable water for dilution, sandpaper, fillers, crack sealant,

brushes/rollers/spray equipment, and all consumables required for proper surface preparation. All

paint materials shall be from the same manufacturer to ensure compatibility and performance.

Preparing external wall surfaces by thorough cleaning to remove dust, dirt, loose particles, algae,

fungus, efflorescence, oil, and grease. Minor cracks and surface imperfections shall be made good

with approved filler. Applying one uniform base coat and allowing proper drying, followed by two

coats of Apex exterior paint applied evenly by brush/roller/spray, maintaining correct drying time

between coats. The finished surface shall be uniform in colour, free from patches, streaks, blistering,

or peeling. Work includes all labour, tools, tackles, scaffolding, protection of adjacent surfaces, and

completion as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.22 Water Proofing Treatment on Terrace and Wall sides with smooth finishing including

material-labour etc. complete

Approved quality integral/external waterproofing system comprising polymer-modified cementitious

coating or equivalent proprietary waterproofing compound of approved make, compatible bonding

agents, primers, sealing slurry, and finishing materials. Clean potable water, sand/cement where

required for screed or protective layer, and all consumables necessary to complete the waterproofing

system. All materials shall be used strictly as per manufacturer’s specifications and recommendations.

Preparing the terrace slab and wall side surfaces by thorough cleaning, removal of loose particles,

dust, laitance, oil, grease, and curing compounds. Cracks, honeycombs, and surface defects shall be

repaired with approved repair mortar. Applying primer/bond coat as specified, followed by

waterproofing treatment in required number of coats/layers on terrace and vertical wall sides up to

specified height, including treatment of junctions, corners, pipe entries, and expansion joints.

Providing smooth finishing to the treated surface, ensuring proper thickness, continuity, and coverage.

The work includes all labour, tools, tackles, scaffolding, curing, protection during curing period, and

testing if specified, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.23 Supply & Fixing of Checkered / parking Tiles without backing and fixing in liquid Cement

Machine-pressed cement concrete checkered / parking tiles of approved size, thickness, pattern, and

colour, suitable for pedestrian/parking load, confirming to relevant IS standards. Tiles shall be free

from cracks, chips, and warping. Neat cement slurry (liquid cement) prepared from OPC/PPC cement

and potable water shall be used for fixing. Jointing material such as cement slurry/paste and all

incidental consumables shall be included. No backing concrete is included in this item.

Preparing the existing base surface by cleaning, levelling, and wetting to receive tiles. Applying liquid

cement slurry uniformly over the prepared surface and laying checkered/parking tiles without backing,

true to line, level, slope, and pattern as approved. Tiles shall be properly tapped, aligned, and joints

kept uniform. Joints shall be filled with cement slurry, excess material cleaned, and surface finished

neatly. The work includes all labour, tools, tackles, cutting of tiles where required, protection of laid

tiles, and curing for the specified period, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.24 Supply & fixing of Vitrified flooring work (1st quality)

First-quality vitrified floor tiles of approved make, size, thickness, shade, and surface finish

(glazed/matt/full body), conforming to relevant IS standards. Tiles shall be uniform in size, colour, and

free from cracks, warping, or surface defects. Cement-based tile adhesive of approved make (or

cement mortar if specifically instructed), jointing grout of matching shade, spacers, primers (if

required), and all necessary consumables shall be included. Skirting tiles, if specified, shall be of

matching quality and finish.

Preparing the base by cleaning, levelling, and ensuring soundness before tile laying. Applying approved

tile adhesive evenly using notched trowel and fixing vitrified tiles true to line, level, slope, and pattern

as approved. Tiles shall be properly pressed, aligned with uniform joints using spacers, and cut neatly

at edges and openings. Joints shall be filled with approved grout, surface cleaned, and protected from

damage. Work includes all labour, tools, tackles, cutting, jointing, finishing, and curing/protection as

required, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.25 Supply & Fixing of Polished Kota Stone steps and risers work of length 0.90 to 1.45 mtr

and thickness 20-25 mm to be fixed in Lime:Mortar 1:2 and Cement slury and as instructed

First-quality natural Kota stone slabs, machine-cut, of approved shade and texture, 20–25 mm

thickness, for steps and risers, with step length ranging from 0.90 m to 1.45 m. Stone shall be free

from cracks, laminations, or discoloration and shall have machine-polished exposed surfaces. Bedding

mortar in proportion 1:2 (lime : coarse sand), neat cement slurry, potable water, and all consumables

required for fixing and finishing shall be included.

Providing and fixing polished Kota stone steps and risers over prepared base as per approved drawings

and instructions. The work includes surface preparation, application of neat cement slurry, laying slabs

on lime mortar 1:2, proper alignment to correct rise, tread, line, level, and slope, and tight jointing.

Risers and treads shall be fixed true and flush, edges neatly finished, joints filled, excess mortar

cleaned, and exposed surfaces protected. The work includes all labour, tools, tackles, cutting, polishing

touch-ups if required, and curing for the specified period, complete as directed by the Engineer-in-

3. MEASUREMENT UNIT

Measured in Running meter (Rmt)

Item No.26 Providing and laying PU (Polyurethane) tactile tiles of approved make and colour on

finished concrete surface (stairs, landings, deck edges, and pedestrian path) complete. Tactile tiles

shall be PU with directional ribs as per ISO/IS standards for tactile guidance surface indicators. Tiles

shall be installed over a prepared clean substrate with suitable adhesive, grooves filled, joints sealed

with non-shrink grout, and edges finished neat.

PU (Polyurethane) tactile tiles with directional ribs of approved make, size, thickness, colour, and slip

resistance, conforming to relevant ISO/IS standards for tactile walking surface indicators (TWSI). Tiles

shall be UV-stable, weather-resistant, and suitable for external and internal use. Approved PU-

compatible adhesive, non-shrink grout for joints/grooves, edge finishing compounds, primers (if

recommended by manufacturer), and all consumables required for proper installation shall be

Preparing finished concrete surfaces (stairs, landings, deck edges, and pedestrian paths) by thorough

cleaning to remove dust, laitance, oil, grease, and loose particles; ensuring surface is sound, level, and

dry. Applying primer where specified, spreading approved adhesive uniformly, and laying PU tactile

tiles in correct orientation to provide continuous tactile guidance, true to line, level, and layout as

approved. Grooves shall be fully filled, joints sealed with non-shrink grout, edges finished neat, and

transitions made flush to avoid trip hazards. Work includes cutting, fitting around obstructions,

curing/protection as required, and compliance with manufacturer’s installation guidelines and

accessibility norms, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.27 Providing, fabricating, and fixing secondary structural steel framework for architectural

façade, including diamond-pattern MS framework, brackets, cleats, stiffeners, and supports,

fabricated from MS hollow sections/angles/flats. Work includes cutting, welding, drilling, bolting,

fixing to main steel/RCC structure, surface preparation, primer coat, and two coats of PU, complete

as per approved architectural drawings and Engineer-in-Charge instructions.

Mild steel structural members comprising MS hollow sections (SHS/RHS), MS angles, MS flats, plates,

cleats, brackets, stiffeners, and supports of approved sizes and thicknesses, conforming to relevant IS

standards. High-strength bolts, nuts, washers, anchor fasteners, welding electrodes, grinding

consumables, and all fixing accessories shall be included. Surface protection materials shall include

one coat of approved zinc-rich/red oxide primer and two coats of approved PU paint of specified shade

and finish. All steel shall be free from lamination, excessive rust, oil, or defects.

Providing, fabricating, and fixing secondary structural steel framework for architectural façade,

including diamond-pattern MS framework, brackets, cleats, stiffeners, and supports, strictly as per

approved architectural and structural drawings. Work includes shop/yard fabrication with accurate

cutting, bending, welding, drilling, trial assembly, and site erection. Framework shall be fixed to main

steel/RCC structure using approved anchor bolts/fasteners, ensuring correct line, level, plumb,

alignment, and rigidity. All welds shall be continuous/specified size, ground smooth where exposed,

and bolts properly tightened. Complete surface preparation by cleaning, derusting, followed by one

coat primer and two coats PU paint. The item includes all labour, tools, tackles, scaffolding, lifting,

alignment, touch-up painting, and compliance with Engineer-in-Charge instructions, complete in all

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.28 Providing and fabricating CNC / laser-cut mild steel (MS) decorative façade jali panels

made from 4 mm thick MS sheets, complete, as per approved architectural drawings and patterns.

The work shall include supply of MS sheets, CNC / laser cutting to required diamond / geometric

patterns, edge grinding, deburring and straightening. Surface preparation shall include cleaning,

degreasing, removal of scale and burrs, followed by application of one coat of zinc-rich / epoxy

primer and finishing coats / powder coating of approved colour suitable for exterior exposure

Mild Steel (MS) sheets of 4 mm thickness, of approved make and quality, free from lamination,

excessive rust, oil, or surface defects. Panels shall be CNC / laser cut to approved diamond / geometric

patterns as per architectural drawings. Surface protection materials shall include one coat of zinc-rich

primer or epoxy primer suitable for exterior exposure, followed by approved finishing coats / powder

coating of specified shade and texture. All consumables such as cutting gases, grinding wheels,

degreasers, chemicals, primers, coatings, and curing agents shall be included.

Providing, fabricating, and finishing decorative MS jali panels by CNC / laser cutting of 4 mm thick MS

sheets strictly as per approved patterns and shop drawings. Work includes precise cutting, edge

grinding, deburring, straightening, and flattening of panels to achieve true shape and uniform

geometry. Surfaces shall be thoroughly cleaned, degreased, and freed from mill scale, slag, and burrs

before coating. Application of one uniform coat of zinc-rich / epoxy primer, followed by finishing coats

or powder coating suitable for outdoor conditions, ensuring complete coverage and durability. All

fabrication, handling, protection, and quality control shall be carried out as per Engineer-in-Charge

instructions, complete in all respects.

(Fixing/erection, if not specified, shall be measured and paid separately.)

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.29 Providing, fabricating, and erecting powder-coated mild steel (MS) structural framework

for retail / food cabin, complete. The work shall include supply and fabrication of MS square /

rectangular hollow sections, angles, plates, brackets, cleats, stiffeners, and base plates to form

columns, beams, roof framing, counter supports, shelving supports, and signage supports, as per

approved architectural and structural drawings. All MS members shall be cut, drilled, welded, and

bolted accurately, erected true to line, level, and plumb, and fixed to the floor / foundation using

anchor bolts where required.

Mild steel structural members comprising MS square and rectangular hollow sections (SHS/RHS), MS

angles, MS plates, base plates, brackets, cleats, stiffeners, shelving supports, counter supports, roof

framing members, and signage supports, of approved sizes and thicknesses, conforming to relevant IS

standards. High-strength bolts, nuts, washers, anchor bolts/fasteners, welding electrodes, and all

fixing accessories shall be included. Surface protection shall consist of proper surface preparation

followed by approved powder coating of specified colour and thickness suitable for exterior exposure.

All steel shall be free from laminations, oil, grease, and excessive rust.

Providing, fabricating, and erecting complete MS structural framework for retail/food cabin strictly as

per approved architectural and structural drawings. Work includes accurate cutting, drilling, welding,

grinding, trial assembly, and shop fabrication of all members, followed by site erection. Framework

shall form columns, beams, roof framing, counters, shelves, and signage supports, erected true to line,

level, and plumb. Members shall be fixed to floor/foundation using anchor bolts and connected using

welded and/or bolted joints as specified. All welds shall be sound and ground smooth where exposed.

After fabrication, steel surfaces shall be cleaned, degreased, and powder coated uniformly to the

specified thickness and finish. The item includes all labour, tools, tackles, lifting equipment,

scaffolding, alignment, touch-ups, and compliance with Engineer-in-Charge instructions, complete in

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.30 Providing, supplying, fabricating, and fixing exterior-grade High Pressure Laminate (HPL)

cladding panels of minimum 6 mm thickness, of approved make, colour, texture, and finish, suitable

for food stall / kiosk application, complete. HPL panels shall be UV-resistant, weatherproof,

moisture-resistant, anti-fungal, and suitable for external use. The work shall include cutting panels

to required sizes and shapes, edge finishing, drilling, provision of expansion gaps, joint detailing,

neat alignment, and proper fixing to achieve a clean and uniform appearance.

Exterior-grade High Pressure Laminate (HPL) panels of minimum 6 mm thickness, of approved make,

colour, texture, and finish, suitable for food stall / kiosk applications. Panels shall be UV-resistant,

weatherproof, moisture-resistant, anti-fungal, and certified for exterior use. Fixing system shall

include SS/Aluminium fasteners or proprietary cladding clips, spacers, gaskets, washers, sealants, and

all ancillary accessories required for external façade installation. All materials shall comply with

manufacturer recommendations and relevant standards.

Providing, fabricating, and fixing HPL cladding panels on exterior surfaces as per approved

architectural drawings and layouts. Work includes accurate cutting, shaping, drilling, proper edge

finishing, provision of thermal expansion gaps, joint detailing, and alignment to ensure true line, level,

and uniform panel grid. Panels shall be fixed using approved mechanical fixing system (visible or

concealed as specified) to the supporting framework, ensuring adequate ventilation gap behind

panels. All joints shall be finished neat, sealants applied where required, and protective films removed

after completion. The item includes all labour, tools, tackles, scaffolding, protection, and compliance

with Engineer-in-Charge instructions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.31 Providing, supplying, cutting, finishing, and fixing polished granite stone slab for table

top / counter top in food cabins, complete. Granite slab shall be of approved quality, colour, and

texture, machine-cut, 18–20 mm thick, with mirror / matt polish on top surface and all exposed

edges machine-cut, chamfered / bull-nosed as specified.Work shall include cutting to required sizes,

edge finishing, polishing, fixing, joint filling, cleaning, and protection of finished surface.

First-quality natural granite stone slabs of approved make, 18–20 mm thickness, approved colour and

texture, machine-cut and calibrated. Top surface shall have mirror or matt polish as specified. All

exposed edges shall be machine-cut and finished with chamfered / bull-nosed / half-round profile as

directed. Materials shall include approved cement mortar / polymer adhesive, joint filler (matching

shade), epoxy/adhesive where required, polishing compounds, sealers (if specified), and all

consumables. Granite shall be free from cracks, fissures, warping, stains, or shade variation and

suitable for food-contact counter use.

Providing, cutting, finishing, and fixing polished granite slabs for table tops / counter tops in food

cabins as per approved drawings and sizes. Work includes precise cutting to shape, sink/appliance cut-

outs if required, edge profiling and polishing, surface finishing, and fixing on prepared base using

approved adhesive/mortar ensuring true line, level, and proper support. Joints shall be neatly aligned

and filled, excess material cleaned, and surfaces thoroughly cleaned and protected after installation.

The item includes all labour, tools, tackles, handling, polishing touch-ups, protection of finished

surfaces, and compliance with Engineer-in-Charge instructions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Square meter (Sqm)

Item No.32 Providing, fabricating, and fixing MS structural framework above RCC structure for

supporting double-sided LED display screens, complete. The work shall include fabrication of

vertical posts, horizontal runners, edge frames, bracings, stiffeners, base plates, cleats, and

connection plates using MS hollow sections / RHS / SHS / angles / plates of approved sizes as per

structural design.

The framework shall be anchored and fixed over RCC beams/columns using anchor bolts / chemical

anchors / embedded plates as required, ensuring proper alignment, stability, and load transfer. The

item includes cutting, drilling, welding, bolting, erection at height, lifting, alignment, temporary

supports, surface preparation, application of one coat of epoxy primer and two coats of PU paint /

approved protective coating, complete in all respects as per approved drawings, specifications, IS

800, IS 2062, and directions of Engineer-in-Charge

Mild steel structural members comprising MS hollow sections (RHS/SHS), MS angles, MS plates,

including vertical posts, horizontal runners, edge frames, bracings, stiffeners, base plates, cleats, and

connection plates, of approved sizes and thicknesses as per structural design. Steel shall conform to

IS 2062. Fixings to RCC shall include high-strength anchor bolts / chemical anchors / embedded plates

as specified, along with bolts, nuts, washers, welding electrodes, and all accessories. Protective

coating system shall include one coat of epoxy primer and two coats of PU paint (or approved

equivalent), suitable for exterior exposure. All steel shall be free from lamination, oil, grease, and

excessive rust.

Providing, fabricating, and erecting complete MS structural framework above RCC beams/columns for

supporting double-sided LED display screens, strictly as per approved architectural/structural

drawings and IS 800. Work includes accurate cutting, drilling, welding, grinding, shop fabrication, trial

assembly where required, and site erection at height with proper lifting, temporary supports, and

alignment. Framework shall be anchored to RCC using specified anchors ensuring correct load transfer,

stability, plumb, and level. All welds shall be of specified size and quality; bolted connections tightened

to required torque. Complete surface preparation (cleaning, derusting) followed by epoxy primer and

PU paint to achieve specified DFT. Includes all labour, tools, tackles, scaffolding/lifting equipment,

touch-up painting, and compliance with Engineer-in-Charge directions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.33 Cross Girders - Supplying, fabricating, and erecting cross girders for the FOB structure.

Girders shall be fabricated from IS-certified rolled sections/plates, welded/bolted with stiffeners,

and assembled as per structural drawings. Work includes cutting, drilling, welding, surface

preparation, application of epoxy primer, and two coats of PU paint for corrosion resistance. Cross

girders shall be accurately aligned and securely connected to main girders and columns with high-

strength bolts. Includes handling, lifting with cranes, positioning, and welding/bolting under

supervision. Complete in all respects with labour, materials, tools, equipment, and consumables for

a structurally stable and durable installation.

IS-certified rolled steel sections and plates conforming to IS 2062, including beams/plates for cross

girders, stiffeners, connection plates, gussets, and splice plates as per approved structural drawings.

High-strength bolts (grade as specified), nuts, washers, welding electrodes/consumables, and all fixing

accessories shall be included. Protective coating system shall comprise one coat of epoxy primer

followed by two coats of PU paint of approved make and shade, suitable for exterior corrosion

resistance. All steel shall be free from laminations, oil, grease, and excessive rust.

Supplying, fabricating, and erecting cross girders for the FOB structure strictly as per approved

structural drawings and specifications. Work includes accurate cutting, drilling, welding, bolting,

fabrication of stiffeners, trial assembly where required, and site erection. Cross girders shall be

accurately aligned, leveled, and securely connected to main girders and columns using specified high-

strength bolted and/or welded connections. Erection shall include handling, crane lifting, positioning,

temporary supports, and final tightening/welding under supervision. Complete surface preparation

(cleaning/derusting) followed by application of epoxy primer and two PU coats to achieve specified

DFT. Includes all labour, tools, tackles, equipment, consumables, touch-ups, and compliance with IS

800 and Engineer-in-Charge directions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.34 Main Girders - Fabrication, supply, and erection of main girders forming the primary

load-bearing members of the FOB. Girders to be manufactured from heavy-duty structural steel

sections/plates, shop welded, stress-relieved, and finished with primer + PU paint. Erection involves

lifting, placement, alignment, and bolting/welding to cross girders and columns. Expansion joints,

bearings, and splice plates shall be provided where required. All fabrication shall conform to IS:2062

and IS:800, with full quality checks and NDT testing for welds. Work includes scaffolding, cranes,

labour, materials, consumables, and supervision to deliver a strong, durable, and serviceable FOB

Heavy-duty structural steel sections and plates conforming to IS 2062 (grade as specified in drawings)

for fabrication of main girders, including web plates, flange plates, stiffeners, splice plates, bearing

plates, and connection details. High-strength bolts (HSFG or specified grade), nuts, washers, welding

electrodes/consumables, bearings (elastomeric/pot/PTFE as specified), and expansion joint

components shall be included. Protective coating system shall comprise one coat of epoxy/zinc-rich

primer followed by two coats of PU paint of approved make and shade. All steel shall be free from

laminations, oil, grease, and excessive rust.

Fabrication, supply, and erection of main load-bearing girders forming the primary structural members

of the FOB, strictly as per approved structural drawings and IS 800. Work includes shop fabrication

with accurate cutting, drilling, welding, fit-up, stress relieving where specified, trial assembly,

dimensional checks, and surface preparation. Welds shall undergo quality checks and specified NDT

(UT/RT/MT/PT as applicable). Erection includes crane lifting, positioning, alignment, temporary

supports, and bolting/welding to cross girders and columns. Provision and installation of bearings,

expansion joints, and splice plates where required. After erection, complete touch-up painting to

achieve specified DFT. Includes scaffolding, cranes, labour, tools, consumables, supervision, and

compliance with Engineer-in-Charge directions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.35 Providing, welding, and fixing stud shear connectors on steel main girders and cross

girders for composite action with RCC deck slab. Studs shall be 19 mm diameter × 100–125 mm

height (or as per structural design), made of high-strength steel conforming to IS:2062 / ISO

complete with ceramic ferrules. Studs shall be shop-welded or site-welded using automatic stud

welding equipment, ensuring full fusion and strength. The item includes surface preparation,

positioning, welding, inspection, testing (bend test / visual), protection against corrosion, and

making good, complete in all respects as per IS 11384, IRC:22, approved drawings, and directions of

Engineer-in-Charge. Measurement shall be in numbers (Nos.) of studs fixed.

High-strength stud shear connectors of 19 mm diameter × 100–125 mm height (or as per approved

structural design), manufactured from steel conforming to IS 2062 / ISO 13918, complete with ceramic

ferrules suitable for stud welding. Materials shall include approved automatic stud welding

consumables, corrosion protection materials for touch-up, and all accessories required for proper

installation. Studs shall be free from defects and supplied with manufacturer’s test certificates.2.

Providing, welding, and fixing stud shear connectors on steel main girders and cross girders to achieve

composite action with RCC deck slab, strictly as per approved drawings, IS 11384, IRC:22, and

Engineer-in-Charge directions. Work includes surface preparation (cleaning/derusting at weld

locations), accurate positioning and spacing of studs, shop or site welding using automatic stud

welding equipment ensuring full fusion and specified penetration. Each weld shall be subjected to

visual inspection and bend testing (as specified) to verify integrity. Defective studs shall be removed

and replaced. Completed studs shall receive corrosion protection/touch-up coating as specified.

Includes all labour, tools, equipment, testing, and making good, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.36 Braces / Supports - Providing and fixing bracing and support members for stability of

FOB superstructure. Braces shall be fabricated from IS-marked angles/channels/plates, cut,

welded, and bolted as per drawings. They shall connect columns, girders, and other elements to

resist wind, seismic, and lateral forces. Surface preparation shall include cleaning, primer coat, and

PU paint finish. Erection involves precise alignment, bolting with high-strength bolts, and welding

under controlled conditions. Scope includes supply of steel, fabrication, lifting, scaffolding,

equipment, labour, and consumables. Completed braces and supports shall ensure overall rigidity

and safety of the structure during service life.

IS-marked structural steel angles, channels, and plates conforming to IS 2062, including bracing

members, gusset plates, connection plates, cleats, and stiffeners of approved sizes and thicknesses as

per structural drawings. High-strength bolts (grade as specified), nuts, washers, welding

electrodes/consumables, and all fixing accessories shall be included. Protective coating system shall

comprise one coat of epoxy/zinc-rich primer followed by two coats of PU paint of approved make and

shade suitable for exterior exposure. All steel shall be free from lamination, oil, grease, and excessive

Providing, fabricating, and fixing bracing and support members to ensure stability of the FOB

superstructure, strictly as per approved structural drawings and IS 800. Work includes accurate

cutting, drilling, welding, and bolting of bracing members and gussets to connect columns, main

girders, cross girders, and secondary members to resist wind, seismic, and other lateral forces.

Erection involves precise alignment, lifting at height, temporary supports, and tightening of high-

strength bolts to specified torque; welding shall be carried out under controlled conditions with

proper fit-up and finish. Complete surface preparation (cleaning/derusting) followed by application of

primer and PU paint to achieve specified DFT, including touch-ups after erection. Scope includes all

labour, tools, tackles, scaffolding, equipment, consumables, supervision, and compliance with

Engineer-in-Charge directions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.37 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, binding

and placing in position complete

High-strength TMT reinforcement steel bars of grade Fe 550D, conforming to IS 1786, of approved

make and diameters as specified in drawings and bar bending schedules (BBS). Binding wire (annealed

mild steel), chairs, spacers, cover blocks, and all ancillary materials required for proper placement and

cover shall be included. Steel shall be free from oil, loose rust, scale, laminations, or defects and

supplied with manufacturer’s test certificates.

Providing, cutting, bending, hooking, binding, and placing Fe 550D TMT reinforcement in position for

RCC works strictly as per approved drawings and BBS. Work includes straightening (if required),

accurate bending to specified shapes, tying with binding wire, fixing of chairs/spacers/cover blocks to

maintain specified clear cover, and ensuring correct line, level, spacing, laps, and anchorage.

Reinforcement shall be securely fixed to prevent displacement during concreting. Includes all labour,

tools, tackles, handling, wastage, and compliance with Engineer-in-Charge instructions, complete in

3. MEASUREMENT UNIT

Measured in Kilograms (Kg).

Item No.38 Elastomeric bearings (4 sets) - Supplying and fixing elastomeric bearings of specified size

and load capacity as per IRC/IS standards. Properly aligned and installed between deck and pier. -

Supplying, transporting, and installing elastomeric bearings of specified size, shape, and load-

bearing capacity, manufactured from high-quality neoprene/natural rubber, conforming to IRC:83

(Part II) and IS:3400 standards. Bearings shall be placed between the deck slab and pier/pier cap to

accommodate vertical loads, rotations, and horizontal movements caused by traffic and

temperature variations. Work includes surface preparation, alignment, levelling, and grouting of

recesses with non-shrink cementitious mortar. Bearings shall be free from defects, laminated with

steel reinforcement if required, and installed as per manufacturer’s guidelines. Complete with

testing, inspection, and approval by Engineer-in-Charge, ensuring safety and long-term

Supplying elastomeric bearings of specified size, shape, and load capacity, manufactured from high-

quality neoprene/natural rubber, laminated with steel reinforcement where required, conforming to

IRC:83 (Part II) and IS:3400. Bearings shall be factory-made, vulcanized, and supplied with

manufacturer’s test certificates. Materials shall include non-shrink cementitious grout, levelling

shims/plates if specified, release agents, and all consumables necessary for installation. Bearings shall

be free from defects, voids, cracks, and surface irregularities.

Supplying, transporting, and installing elastomeric bearings between deck slab and pier/pier cap to

accommodate vertical loads, rotations, and horizontal movements due to traffic and temperature.

Work includes surface preparation, cleaning of seating areas, accurate alignment and levelling to

specified tolerances, placement of bearings in correct orientation, and grouting of recesses/pockets

with non-shrink grout to achieve full bearing contact. Installation shall strictly follow approved

drawings, manufacturer’s guidelines, and IRC/IS requirements. The item includes inspection and

testing (visual checks, dimensional verification, hardness/lamination checks as specified), protection

during construction, and obtaining Engineer-in-Charge approval, complete in all respects.

3. MEASUREMENT UNIT

Measured in Set.

Item No.39 Modular/strip expansion joints - Supplying and fixing elastomeric bearings of specified

size and load capacity as per IRC/IS standards. Properly aligned and installed between deck and pier.

- Supplying, transporting, and installing modular/strip expansion joints designed to accommodate

longitudinal, transverse, and vertical movements of deck slabs due to thermal expansion,

contraction, traffic loads, and seismic effects. Expansion joints shall conform to IRC:SP:69 and

relevant IS codes, fabricated from high-grade steel sections with neoprene/EPDM sealing elements

to ensure watertightness and durability. Work includes cutting, edge preparation, fixing with

anchorages, bolts, welding, grouting with non-shrink mortar, and ensuring level alignment with

deck surface. Joints shall allow smooth vehicle passage, minimize vibrations, and ensure long service

life. Installation shall follow approved drawings, manufacturer’s guidelines, and Engineer-in-

Charge’s instructions.

Supplying modular or strip type expansion joints of approved type, size, and movement capacity,

designed to accommodate longitudinal, transverse, and vertical movements due to temperature

variation, traffic loads, creep, shrinkage, and seismic effects. Joints shall conform to IRC:SP:69 and

relevant IS codes, and shall be fabricated from high-grade structural steel edge beams/sections with

neoprene/EPDM sealing elements to ensure watertightness, durability, and noise reduction. Materials

shall include anchorages, high-strength bolts, welding consumables, shear studs (if specified), and

non-shrink cementitious grout. All components shall be corrosion-protected as per manufacturer’s

system and supplied with test certificates.

Supplying, transporting, and installing modular/strip expansion joints at designated deck locations

strictly as per approved drawings, manufacturer’s guidelines, and IRC:SP:69. Work includes cutting of

deck edges, surface and edge preparation, accurate positioning and alignment to finished deck level,

fixing of joint assemblies using specified anchor bolts/welding, and grouting of recesses with non-

shrink mortar to achieve full load transfer. Sealing elements shall be installed to ensure complete

watertightness. Final alignment shall ensure smooth vehicle passage, flush finish with deck surface,

and minimal vibration/noise. Includes all labour, tools, equipment, temporary supports, protection

during curing, inspection, testing, and approval by the Engineer-in-Charge, complete in all respects.

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.40 Providing, fabricating and installing decorative jali panels made from 3 mm thick MS

sheet, CNC laser-cut as per approved design, including cutting, edge finishing, bending (if required),

welding to MS framing (40×20 mm / 25×25 mm or as specified), surface preparation, anti-rust

primer, exterior-grade powder coating of approved shade, transportation, scaffolding, anchoring

with approved fasteners, alignment and complete installation at site as per drawings and engineer-

Mild Steel (MS) sheets of 3 mm thickness, of approved quality, suitable for CNC laser cutting, free from

lamination, oil, grease, and excessive rust. MS framing members comprising 40×20 mm / 25×25 mm

MS hollow sections (or sizes as specified) for perimeter and intermediate supports. Fixing accessories

including approved anchor fasteners, bolts, nuts, washers, welding electrodes/consumables, and

spacers. Surface protection materials shall include one coat of approved anti-rust primer followed by

exterior-grade powder coating of approved shade and texture suitable for outdoor exposure. All

materials shall conform to relevant IS standards and approved makes.

Providing, fabricating, and installing decorative MS jali panels by CNC laser cutting of 3 mm MS sheets

strictly as per approved architectural designs and shop drawings. Work includes precise cutting to

pattern, edge finishing and deburring, straightening, bending/curving where required, and welding of

panels to MS framing (40×20 / 25×25 mm or specified) ensuring rigidity and true geometry. Complete

surface preparation by cleaning and degreasing, application of anti-rust primer, and powder coating

to specified thickness and finish. Panels shall be transported, erected with scaffolding, aligned true to

line, level, and plumb, and anchored to the supporting structure with approved fasteners. Includes all

labour, tools, tackles, lifting, protection, touch-ups, and compliance with Engineer-in-Charge

instructions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Square Meter. (Sqm).

Item No.41 4mm ACP/metal cladding with MS framing - Fixing 4 mm ACP/metal panels over GI

framing. Includes cutting, sealing, anchoring, and finishing as per approved architectural design. -

Providing and fixing 4 mm thick Aluminium Composite Panels (ACP)/metal cladding over MS sub-

framing, complete as per approved architectural design and specifications. Panels shall be of

approved colour, finish, and brand, factory-coated for durability, weather resistance, and UV

protection. Work includes fabrication, welding, and erection of MS framework, cutting and grooving

of ACP panels, fixing with aluminium/SS fasteners, application of weatherproof silicone sealant,

edge finishing, and necessary expansion provision. All joints shall be neat and aligned to maintain

the façade’s aesthetics. Complete with scaffolding, labour, tools, anchors, cleaning, and finishing,

ensuring long-lasting performance as per IS standards.

4 mm thick Aluminium Composite Panels (ACP) / approved metal cladding panels of first quality,

approved make, colour, finish, and texture, factory-coated with PVDF / FEVE coating suitable for

exterior use, UV-resistant and weatherproof.

MS sub-framing comprising MS square/rectangular hollow sections, angles, brackets, cleats, and

stiffeners of approved sizes and thickness, conforming to relevant IS standards.

Fixing accessories including aluminium / SS fasteners, rivets, anchors, EPDM gaskets, backing rods, and

weatherproof silicone sealant.

Surface protection materials for MS framing including one coat of anti-rust / epoxy primer and two

coats of PU paint (or approved coating system).

Providing, fabricating, and fixing 4 mm thick ACP / metal cladding panels over MS sub-framing strictly

as per approved architectural drawings and façade details. Work includes fabrication, welding, drilling,

and erection of MS framework fixed to RCC/steel structure with approved anchors, ensuring correct

line, level, plumb, and rigidity. ACP panels shall be accurately cut, grooved, folded, and fixed to framing

using approved fixing system, with provision for thermal expansion. All joints shall be sealed with

weatherproof silicone sealant, edges neatly finished, and panel alignment maintained for uniform

façade appearance. The item includes scaffolding, lifting, anchoring, cleaning, protection, and final

finishing, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square Meter. (Sqm).

Item No.42 Providing, supplying, cutting, and fixing clear cast acrylic sheets of approved make and

quality, of 8 mm thickness, suitable for exterior application, complete. Acrylic sheets shall be UV-

stabilised, weather-resistant, transparent, and free from scratches, bubbles, or distortions. Sheets

shall be cut to required sizes and shapes, edges smoothened and polished where exposed.Necessary

provisions for thermal expansion, joints, overlaps, slots, and drainage shall be made as per

manufacturer’s recommendations.

Clear cast acrylic (PMMA) sheets of 8 mm thickness, of approved make and quality, UV-stabilised,

weather-resistant, and suitable for exterior application. Sheets shall be transparent, uniform in

thickness, and free from scratches, bubbles, warping, or optical distortion. Fixing accessories shall

include SS/aluminium fasteners, spacers, gaskets, washers, sealants, and all ancillary materials

required for exterior installation. Materials shall comply with manufacturer specifications and relevant

Providing, supplying, cutting, and fixing clear cast acrylic sheets to required sizes, shapes, and profiles

as per approved drawings. Work includes accurate cutting, edge smoothening and polishing of

exposed edges, drilling/slotting for fixings, and fixing to the supporting structure using approved

fasteners. Adequate provision for thermal expansion shall be made by providing oversized holes, slots,

joints, overlaps, and drainage gaps as recommended by the manufacturer to prevent cracking or

deformation. All joints and interfaces shall be finished neat, alignment maintained true to line and

level, and protective films removed only after completion. Includes all labour, tools, tackles,

scaffolding, cleaning, protection, and compliance with Engineer-in-Charge instructions, complete in all

3. MEASUREMENT UNIT

Measured in Square Meter. (Sqm).

Item No.43 Providing, supplying, installing, testing, and commissioning outdoor full-colour LED

display screen (P4 – outdoor grade), complete, as per approved drawings and technical

specifications. The LED screen shall be made up of P4 outdoor LED modules with a pixel density of

approx. 62,500 pixels per square metre, using SMD 3232 LED lamps, suitable for continuous outdoor

operation. Each module shall have a resolution of 40 pixels (H) × 80 pixels (W) with a physical module

size of 160 mm × 320 mm. The display shall deliver a minimum brightness of 6,500 nits, suitable for

daylight visibility, with 12–16 bit grey scale and colour temperature range of 2,500K to 10,000K. The

LED display shall operate with Huidu control system, having a minimum refresh rate of >7680 Hz to

ensure flicker-free performance for video and live content. The screen shall have a protection rating

of IP65 on front side and IP43 on rear side, making it suitable for outdoor exposure. Power supply

shall be AC 230V input, using Rong / G-Energy 5V – 60A SMPS, with a minimum LED lifetime of

100,000 hours.The work shall include supply of LED modules, receiving cards, sending cards, control

processor, power supplies, necessary cabling, connectors, mounting accessories, and fixing of LED

panels on pre-installed MS support structure (measured separately).The item also includes electrical

connections, testing, calibration, software configuration, trial run, commissioning, and handover in

complete working condition, as directed by the Engineer-in-Charge.

Supplying P4 outdoor LED display system comprising high-quality SMD 3232 LED modules with pixel

pitch 4 mm and pixel density approx. 62,500 pixels/sqm. Each module shall have a resolution of 40 (H)

× 80 (W) pixels with physical size 160 mm × 320 mm. The display shall deliver minimum brightness

6,500 nits, 12–16 bit grey scale, colour temperature adjustable from 2,500K to 10,000K, and refresh

rate > 7,680 Hz for flicker-free video performance.

The system shall operate with Huidu control system, including sending cards, receiving cards, control

processor, and compatible software. Power supply shall be AC 230V input using approved Rong / G-

Energy SMPS (5V – 60A). LED lifetime shall be minimum 100,000 hours.

Enclosure protection rating shall be IP65 (front) and IP43 (rear), suitable for outdoor exposure.

Necessary power cables, signal cables, connectors, mounting hardware, and accessories shall be

included. (MS supporting structure shall be measured and paid separately.)

Providing, supplying, installing, testing, and commissioning outdoor P4 full-colour LED display screen

strictly as per approved drawings and technical specifications. Work includes fixing LED

panels/modules onto the pre-installed MS support framework, accurate alignment, secure fastening,

internal wiring, and routing of power and signal cables. Electrical connections shall be carried out

safely and neatly with proper earthing.

The scope includes system configuration, software setup, brightness and colour calibration, pixel

mapping, trial run, fault rectification, and final commissioning to achieve uniform brightness, colour

consistency, and smooth video playback. The display shall be handed over in fully operational

condition, complete with testing, demonstration, and approval of the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Square Meter. (Sqm).

Item No.44 PVC Supply Fittings 6 kg/sq.cm pressure 110 m.m. outer dia. Of albo of the PVC pipe.

Rigid PVC elbow fitting of 110 mm outer diameter, pressure rating 6 kg/cm², of approved make and

quality, manufactured as per relevant IS standards. Fittings shall be uniform in thickness, smooth

internally, free from cracks, blow holes, warping, or defects. Solvent cement, rubber ring (if

applicable), cleaning solution, and all necessary accessories required for jointing shall be included.

Supplying and fixing PVC elbow fittings for pressure pipelines, including proper cleaning of pipe ends

and fittings, application of approved PVC solvent cement / rubber ring jointing system, and joining to

ensure leak-proof connections. Elbow shall be fixed true to alignment without inducing stress on the

pipeline. Work includes cutting of pipes where required, chamfering, insertion, jointing, wiping of

excess cement, curing time as recommended by the manufacturer, and testing of joint integrity.

Includes all labour, tools, tackles, handling, and making good, complete as directed by the Engineer-

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.45 Providing & Fixing P.V.C. 110MM ELBOW

Rigid P.V.C. elbow fitting of 110 mm diameter, suitable for pressure / non-pressure pipeline as

specified, of approved make and quality, manufactured as per relevant IS standards. The elbow shall

be uniform in thickness, smooth internally, free from cracks, blow holes, or defects. Approved PVC

solvent cement / rubber ring jointing system (as applicable) and all necessary accessories shall be

Supplying and fixing 110 mm dia PVC elbow in position, including cutting of pipes where required,

cleaning and chamfering of pipe ends, application of approved PVC solvent cement or rubber ring

joint, insertion and proper alignment to ensure stress-free and leak-proof connection. Excess cement

shall be cleaned, joints allowed to cure as per manufacturer’s recommendations, and alignment

checked. The work includes all labour, tools, tackles, handling, and making good complete as directed

by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.46 Providing & Fixing P.V.C. 110MM TEE

Rigid P.V.C. tee fitting of 110 mm diameter, suitable for pressure / non-pressure pipeline as specified,

of approved make and quality, manufactured in accordance with relevant IS standards. The tee shall

be uniform in thickness, smooth internally, and free from cracks, blow holes, or defects. Approved

PVC solvent cement / rubber ring jointing system (as applicable) and all necessary accessories shall be

Supplying and fixing 110 mm dia PVC tee in position, including cutting of pipes where required,

cleaning and chamfering of pipe ends, application of approved PVC solvent cement or rubber ring

joints, insertion and proper alignment of all three branches to ensure stress-free, leak-proof joints.

Excess cement shall be cleaned, joints allowed to cure as per manufacturer’s recommendations, and

alignment checked. The work includes all labour, tools, tackles, handling, and making good complete

as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.47 Supply & Installing of Gas -Co2 Type –4-Kg, Capacity Fire Extinguisher as per IS And ISI

- mark , with necessary Fittings etc. complete.

Supplying CO₂ (Carbon Dioxide) gas type fire extinguisher of 4 kg capacity, portable type, ISI marked

and conforming to relevant IS standards (IS 15683 / applicable BIS specifications). Extinguisher shall

be fitted with high-quality discharge horn, operating valve, safety pin, pressure release mechanism,

and mounting bracket. Cylinder shall be robust, corrosion-resistant, factory-charged with CO₂ gas, and

supplied with manufacturer’s test certificate and operating instructions. All fittings and accessories

shall be of approved quality.

Supplying, transporting, and installing 4 kg CO₂ fire extinguisher at the designated location, including

fixing on wall / column with approved brackets at proper height as per fire safety norms. Work includes

checking extinguisher condition, verifying ISI marking, ensuring accessibility, providing identification

signage if required, and handing over in ready-to-use condition. Includes all labour, tools, fasteners,

handling, and compliance with Engineer-in-Charge instructions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.48 Supply & Installing of ABC Type 6-Kg, Capacity Fire Extinguisher as per IS And ISI -

mark with necessary Fittings etc. complete.

Supplying ABC type (Dry Chemical Powder) fire extinguisher of 6 kg capacity, portable type, ISI marked

and conforming to relevant IS standards (IS 15683 / applicable BIS specifications). The extinguisher

shall be suitable for Class A, B, and C fires, fitted with discharge hose, nozzle, operating valve, pressure

gauge, safety pin, and wall mounting bracket. Cylinder shall be corrosion-resistant, factory-filled with

ABC powder, and supplied with manufacturer’s test certificate, operating instructions, and refilling

tag. All fittings and accessories shall be of approved quality.

Supplying, transporting, and installing 6 kg ABC fire extinguisher at designated locations, including

fixing on wall / column with approved brackets at proper height as per fire safety norms. Work includes

checking ISI marking, verifying pressure gauge, ensuring unobstructed access, and handing over in

ready-to-use condition. Includes all labour, tools, fasteners, handling, and compliance with Engineer-

in-Charge instructions, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.49 Design, supply & installation of safety signage made of zinc base glow in the dark rigid

sheet with high luminous with pasted on 3 mm thick on rigid PVC foam sheet. Such as Fire Lift, Fire

Point, In Case Of fire,Fire Alaram Panel EMERGENCY t etc.

Design and supply of safety signage made from zinc-base glow-in-the-dark rigid sheet, having high

luminous intensity suitable for emergency visibility during power failure, laminated/pasted on 3 mm

thick rigid PVC foam sheet backing. Signage shall be of approved size, colour, font, and symbols,

conforming to relevant IS / NBC / Fire Safety norms. Text and symbols shall be clear and durable,

suitable for indoor and semi-outdoor use. Typical signage includes but is not limited to Fire Lift, Fire

Point, In Case of Fire, Fire Alarm Panel, Emergency Exit, Emergency Assembly Point, etc. Adhesives,

fixing fasteners, double-sided tapes, and all accessories shall be of approved quality.

Designing (if required), supplying, and fixing glow-in-the-dark safety signboards at designated

locations as per approved drawings and Engineer-in-Charge instructions. Work includes surface

cleaning, accurate positioning, fixing using approved adhesive and/or mechanical fasteners, ensuring

proper alignment, level, and visibility. Signboards shall be firmly fixed, free from damage, scratches,

or air bubbles, and clearly readable from required distance. The work includes all labour, tools, tackles,

handling, and protection of finished signage, complete in all respects.

3. MEASUREMENT UNIT

Measured in Square Centimeter (Sqcm).

Item No.50 Supply, installing, testing and commissioning 24- Chanel Video/Audio Recording

Network Video Recorder, Total 480/400 fps (NTSC/PAL), PTZ Control, Time synchronization between

NVR and time server or other NVR as per instruction by EIC/Consultant

Supplying 24-channel Video/Audio Network Video Recorder (NVR) of approved make and model,

supporting simultaneous recording and playback with total recording capacity of 480/400 fps

(NTSC/PAL). NVR shall support IP cameras, PTZ control, H.264/H.265 compression, HDMI/VGA output,

USB ports, Ethernet interface, alarm inputs/outputs, and expandable storage as specified. The system

shall support time synchronization between NVR and time server or other NVRs (NTP). Necessary

accessories including power adaptor, mouse, mounting accessories, software licenses, and

interconnecting cables shall be included. Hard disks, if required, shall be specified separately unless

stated otherwise.

Supplying, installing, testing, and commissioning the 24-channel NVR system at designated location as

per instructions of Engineer-in-Charge / Consultant. Work includes mounting of NVR, electrical and

network connections, integration with IP cameras, configuration of recording parameters, PTZ control

setup, user access configuration, and time synchronization with central time server or peer NVRs. The

system shall be tested for recording, playback, alarm handling, network stability, and synchronization

accuracy. Includes all labour, tools, software configuration, testing, trial run, demonstration, and

handing over the system in fully operational condition, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.51 Supply, installing, testing and commissioning of 1.3 Mega pixel Dome Camera 1/3"

CMOS sensor, 20m IR distance, IP 66, PoE, IPv4/IPv6, ONVIF ver 2.0 with neccesary power supply

arrangment suitable for indoor ceiling/surface mounted type as per instruction by EIC/Consultant.

Supplying 1.3 Megapixel IP Dome Camera of approved make and model, suitable for indoor ceiling /

surface mounting, equipped with 1/3" CMOS sensor, minimum resolution 1280 × 960 / 1280 ×

and infrared (IR) illumination up to 20 m for low-light/night surveillance. Camera shall be IP66 rated,

support PoE (IEEE 802.3af), and be compatible with IPv4 / IPv6 networking. Camera shall comply with

ONVIF Version 2.0 or higher for interoperability. The unit shall support H.264/H.265 compression,

minimum 25/30 fps, and day/night operation with IR cut filter. Necessary power supply arrangement,

mounting accessories, connectors, and interface cables shall be included.

Supplying, installing, testing, and commissioning 1.3 MP IP dome camera at locations specified by the

Engineer-in-Charge / Consultant. Work includes ceiling/surface mounting, fixing with suitable

brackets, routing and termination of network cables, connection to PoE switch / NVR, camera IP

addressing, network configuration, focusing, and angle adjustment. The camera shall be tested for live

view, night vision (IR), recording, network stability, and integration with the NVR system. Includes all

labour, tools, tackles, configuration, testing, trial run, and handing over in fully operational condition,

complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.52 Supply, installing, testing and commissioning of 1.3 Mega pixel bullet Camera 1/3"

CMOS sensor, 20m IR distance, IP 66, PoE, IPv4/IPv6, ONVIF ver 2.0 with neccesary power supply

arrangment suitable for indoor ceiling/ surface/ wall/ column mounted type as per instruction by

EIC/Consultant.

Supplying 1.3 Megapixel IP Bullet Camera of approved make and model, suitable for indoor ceiling /

surface / wall / column mounting, equipped with 1/3" CMOS sensor, minimum resolution 1280 ×

/ 1280 × 720, and infrared (IR) illumination up to 20 m for night surveillance. Camera shall be IP66

rated, support PoE (IEEE 802.3af), and be compatible with IPv4 / IPv6 networking. The camera shall

comply with ONVIF Version 2.0 or higher for interoperability. It shall support H.264/H.265

compression, minimum 25/30 fps, true day/night operation with IR cut filter. Necessary power supply

arrangement, mounting brackets, connectors, and accessories shall be included.

Supplying, installing, testing, and commissioning 1.3 MP IP bullet cameras at locations specified by the

Engineer-in-Charge / Consultant. Work includes fixing camera on ceiling/wall/column using suitable

brackets, routing and termination of network cables, connection to PoE switch / NVR, IP addressing,

network configuration, focusing and aiming of camera for required field of view, and adjustment of IR

settings. The system shall be tested for live view, night vision, recording, network stability, and ONVIF

integration with NVR. Includes all labour, tools, tackles, configuration, testing, trial run, and handing

over in fully operational condition, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.53 Supply, installing, testing and commissioning of 8 chanel POE switch as per instruction

by EIC/Consultant

Supplying 8-channel PoE (Power over Ethernet) network switch of approved make and model, suitable

for IP CCTV systems, supporting IEEE 802.3af/802.3at PoE standards. The switch shall have minimum

8 PoE ports (10/100/1000 Mbps as specified), adequate total PoE power budget to support connected

cameras, and required uplink ports (RJ45/SFP as specified). The switch shall support IPv4/IPv6, VLAN,

surge protection, and reliable thermal performance for continuous operation. Necessary accessories

including power cord/adaptor, rack/wall mounting accessories, and software/firmware shall be

Supplying, installing, testing, and commissioning the 8-channel PoE switch at the designated location

as per instructions of the Engineer-in-Charge / Consultant. Work includes mounting the switch

(rack/wall/desktop as applicable), electrical power connection, termination and connection of PoE

ports to IP cameras and uplink to NVR/network, basic configuration (IP settings, VLAN if required), and

verification of PoE delivery to each channel. The system shall be tested for network connectivity,

stable PoE output, data throughput, and integration with the CCTV/NVR system. Includes all labour,

tools, tackles, configuration, testing, trial run, and handing over in fully operational condition,

complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.54 Supply, installing, testing and commissioning of central management software for

Viewing, multi-NVR management, suppoerting all cameras at one single screen and maximum

devices management, auto search configuration and status monitoring as per instruction by

Supplying Central Management Software (CMS) of approved make and latest stable version, capable

of centralized viewing and management of multiple NVRs and IP cameras on a single integrated

interface. The software shall support live view, playback, alarm/event management, health/status

monitoring, and auto-search & auto-configuration of connected devices. CMS shall support maximum

device scalability as specified, compatibility with ONVIF-compliant cameras/NVRs, multi-user access

with role-based permissions, and operation over LAN/WAN. Necessary software licenses, installation

media, documentation, and updates (if applicable) shall be included.

Supplying, installing, testing, and commissioning the Central Management Software on designated

server/workstation as instructed by the Engineer-in-Charge / Consultant. Work includes software

installation, licensing, network configuration, integration of all cameras and multiple NVRs, device

auto-discovery, grouping, layout creation for single-screen multi-camera viewing, and configuration

of alerts, logs, and status monitoring dashboards. The system shall be tested for live view, playback,

synchronization across NVRs, device status reporting, and stability. Includes all labour, tools,

configuration, testing, trial run, demonstration, and handover in fully functional condition, complete

in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.55 Supply, installing, testing and commissioning of 8 TB video surveillance hard disk as per

instruction by EIC/Consultant.

Supplying 8 TB capacity video surveillance–grade hard disk drive (HDD) of approved make and model

(e.g., WD Purple / Seagate SkyHawk or equivalent), specifically designed for 24×7 continuous

recording in CCTV/NVR/DVR systems. HDD shall support high write workloads, multiple camera

streams, vibration tolerance, and SMART monitoring. Interface shall be SATA (or as required by the

system) with compatible speed and cache. The HDD shall be new, unused, factory-sealed, and supplied

with manufacturer’s warranty and datasheet.

Supplying, installing, testing, and commissioning the 8 TB surveillance HDD in the designated

NVR/DVR/server as per instructions of the Engineer-in-Charge / Consultant. Work includes mounting

the HDD, secure connection of power and data cables, system configuration, formatting/initialization,

setting recording parameters, and verifying read/write performance. The HDD shall be tested for

continuous recording, playback, health status, and error-free operation. Includes all labour, tools,

configuration, testing, trial run, and handing over in fully operational condition, complete in all

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.56 Supply, installing, testing and commissioning of 24U rack as per instruction by

Supplying 24U floor-mount / wall-mount network rack (as specified) of approved make, constructed

from high-grade CRCA steel with adequate thickness, powder-coated finish, lockable front glass/metal

door, removable side panels, and rear access. Rack shall be compatible for housing NVR, PoE switches,

servers, patch panels, and power distribution units (PDUs). Accessories shall include cooling fans, cable

managers, mounting rails, earthing kit, screws, and cage nuts. Rack shall comply with relevant IS / IEC

Supplying, installing, testing, and commissioning the 24U rack at the designated location as per

instructions of the Engineer-in-Charge / Consultant. Work includes positioning, levelling, anchoring to

floor/wall if required, earthing, installation of internal accessories, and proper mounting of equipment

where specified. The rack shall be checked for structural stability, door locking, ventilation, and cable

routing convenience. Includes all labour, tools, tackles, handling, testing, and handing over in ready-

to-use condition, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.57 Supply and connection of 40" LED Monitor as per instruction by EIC/Consultant

Supplying 40 inch LED Monitor of approved make and model, full HD (1920×1080) or higher resolution,

suitable for continuous operation for CCTV/monitoring applications. Monitor shall have HDMI/VGA

input ports, LED backlit display, wide viewing angle, low power consumption, and wall/desk mounting

compatibility. Necessary accessories including power cord, HDMI/VGA cable, wall mount bracket /

desk stand (as required), and all standard fittings shall be included. Monitor shall be new, unused, and

supplied with manufacturer warranty.

Supplying, installing, and connecting the 40” LED monitor at the designated location as instructed by

the Engineer-in-Charge / Consultant. Work includes wall mounting or table mounting, electrical power

connection, signal connection to NVR / CPU / CMS system, configuration of display resolution,

brightness, and aspect ratio, and testing for proper display of live and playback video. Includes all

labour, tools, handling, testing, and handing over in fully functional condition, complete in all respects.

3. MEASUREMENT UNIT

Measured in Numbers (No.)

Item No.58 Supply, installing, testing and commissioning of CAT-6 cable for computer socket outlets

from data switch to computer point laid through raceways/conduits/floor trunks etc. With required

termination arrangment to complete the job.(Rates of raceways/conduits/floor trunks shall be

Supplying CAT-6 UTP copper data cable of approved make and quality, compliant with ANSI/TIA-568-

C.2 / ISO/IEC 11801, suitable for Gigabit Ethernet transmission. Cable shall be solid copper conductor

(not CCA), 23/24 AWG, with LSZH/PVC sheath as specified. Necessary RJ-45 connectors / keystone

jacks, faceplates, I/O boxes, patch cords, cable ties, labels, and termination accessories shall be

included. Raceways / conduits / floor trunks are excluded and shall be measured separately.

Supplying, laying, terminating, testing, and commissioning CAT-6 data cable from data switch to

individual computer socket outlets, routed through existing raceways / conduits / floor trunking as

provided. Work includes pulling of cable without damage, maintaining minimum bend radius, proper

dressing and tagging, termination at both ends using approved RJ-45 / keystone modules as per TIA

standards, and fixing of faceplates at computer points. Each link shall be tested and certified for

continuity, wire-map, attenuation, and performance suitable for CAT-6 standard. Includes all labour,

tools, testing equipment, documentation, and handing over in complete working condition as directed

by the Engineer-in-Charge / Consultant.

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.59 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire

in following type of pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper

conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size

(a) with medium class Rigid PVC pipe and accessories (a) 2 wire 1.5 sq. mm

Supplying 1.1 kV grade FRLS PVC insulated, ISI-marked stranded copper conductor wires of approved

make and quality, comprising:

2 runs of 1.5 sq.mm copper conductor (phase & neutral)

1 run of 1.5 sq.mm copper conductor (green colour) for earth continuity

Wires shall conform to relevant IS standards and be drawn through medium class rigid PVC conduit

with approved bends, junction boxes, couplers, inspection boxes, and accessories. PVC conduit shall

be ISI marked, suitable for concealed wiring. All consumables such as saddles, bushes, PVC solvent

cement, insulating tape, etc. shall be included.

Providing, laying, and drawing 2 × 1.5 sq.mm FRLS copper wires with 1 × 1.5 sq.mm green earth wire

through medium class rigid PVC conduit, concealed in wall/ceiling or flushed as directed. Work

includes chasing of walls (where permitted), fixing of conduit with accessories, making good the

surface, pulling of wires without damage, proper identification of conductors, continuity of earth wire

throughout, and termination at switch boxes, ceiling roses, or outlets as specified. The wiring shall be

tested for continuity, insulation resistance, and polarity, complete as per instructions of the Engineer-

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.60 (b) 2 wire 2.5 sq. mm

Copper Conductor Wires

1.1 kV grade FRLS PVC insulated, ISI marked, stranded copper conductor wire

2 × 1.5 sq.mm (Phase & Neutral)

1 × 1.5 sq.mm FRLS PVC insulated copper wire (Green colour) for earth continuity

Conduit & Accessories

Medium class rigid PVC conduit, ISI marked

Accessories including bends, junction boxes, inspection boxes, couplers, bushes, saddles, solvent

cement, and fixing hardware

Insulation tape, identification sleeves, clamps, screws, etc.

Providing, laying, and drawing 2 × 1.5 sq.mm FRLS copper conductor wires with 1 × 1.5 sq.mm earth

wire through medium class rigid PVC conduit, concealed in / flushed on wall or ceiling as directed.

Work includes chasing and embedding of conduit where required, fixing conduit with accessories,

drawing of wires without damage, maintaining colour coding, ensuring continuous earth wire,

termination at switch boxes / ceiling points, testing for continuity, insulation resistance, and polarity,

and making good all disturbed surfaces.

All work shall be carried out complete as per instructions of the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.61 Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI

marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below

type of pipe erected complete with Modular type switch & 5 pin Plug erected on PVC /

Metallic/Wooden box covered with appropriate front plate modules erected on / in wall / ceiling as

per pipe erected with following type of accessories.[II] For 6/16A Plug with 16A Switch & 2-2.5

sq.mm Cu. Wire (a) with medium class Rigid PVC pipe and accessories Cat. III

Supply of 1.1 kV grade FRLS PVC insulated ISI-marked multi-strand copper conductor wires comprising

2 × 2.5 sq.mm (phase & neutral) and 1 × 1.5 sq.mm green earth wire, medium class rigid PVC conduit

with all accessories, 6/16A modular 5-pin socket, 16A modular switch, PVC/metallic/wooden

flush/surface box, modular front plate, and all consumables complete.

Providing, laying, drawing, and fixing point wiring up to 10 m length for one individual 6/16A plug

point through medium class rigid PVC conduit concealed/flushed on wall or ceiling, including fixing of

modular switch and socket on box with front plate, proper terminations, testing for continuity,

insulation, polarity and earthing, and making good surfaces, complete as directed by Engineer-in-

3. MEASUREMENT UNIT

Measured in Numbers (Nos.)

Item No.62 Providing and erecting ISI mark Medium class RIGID PVC PIPES of following size complete

to be erected on/in wall or ceiling erected with necessary PVC fittings & Junction boxes fixed with

adhesive solution & Clamps with following dia of pipes, in approved manner as directed (b) 25 mm

Supply of ISI-marked medium class rigid PVC conduit pipes of 25 mm diameter, including approved

PVC fittings such as bends, couplers, junction/inspection boxes, bushes, adaptors, solvent cement,

clamps/saddles, screws, and all accessories required for proper installation, complete.

Providing and erecting 25 mm dia medium class rigid PVC conduit on/in wall or ceiling, surface-

mounted or concealed as directed, including cutting, bending with spring, fixing with clamps/saddles

at required intervals, jointing with approved adhesive solution, fixing junction/inspection boxes,

maintaining alignment, making chases where required, and making good disturbed surfaces, complete

as per instructions of the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.63 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt

assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel

conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion

resistance with diffuser with company mark/name 120 to 300 V,Power Factor more than 0.9, THD <

10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency- 110 lumens/watt

LED driver efficiency > 85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make

LED used for luminaire. ( fitting required LM-79 & LM-80 Certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.) (iv) 22-24 Watts, Surge - 2KV,IP-20, 4 feet. Cat-III

Supply of indoor LED luminaire 22–24 W (Cat-III, 4 ft) using LEDs of 0.2–0.5 W mounted on single

MCPCB, with housing acting as heat sink made of CRCA sheet steel as per IS:513 / aluminium die-cast,

powder coated, UV and corrosion resistant, fitted with diffuser and company branding. Electrical

characteristics: 120–300 V input, PF > 0.9, THD < 10%, CCT 3000K–6500K, luminaire efficacy > 85 lm/W,

LED efficiency ≥ 110 lm/W, driver efficiency > 85%, surge protection 2 kV, IP-20. LEDs shall be of CREE

/ OSRAM / PHILIPS Lumileds / NICHIA / SEOUL / Bridgelux make. Luminaire shall be supplied with LM-

79 & LM-80 certificates.

Supplying, fixing, wiring, and erecting 22–24 W indoor LED fitting on wall/ceiling with suitable

hardware, making electrical connections, ensuring proper alignment, heat dissipation, testing for

functionality and safety, complete as directed by the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Numbers (Nos.)

Item No.64 Providing and fixing approved make Perforated C type cable tray. Made from CR sheet

steel. The cable tray should be single or double bended as per required and as per IS 2062/1079 and

shall be coated with hot dip galvanizing as per IS 2629/4759. with coupler plate / Fish plate and GI

hardware like nut - bolt and washers etc. erected on existing support as per Specification and as per

instruction of engineer in charge.. (5) 300 X 50 X 2 mm Thick

Supply of perforated C-type cable tray of size 300 × 50 × 2 mm thick, manufactured from CR sheet

steel conforming to IS 2062 / IS 1079, single or double bent as required. Cable tray shall be hot dip

galvanized after fabrication in accordance with IS 2629 / IS 4759. The item shall include coupler plates

/ fish plates, GI nuts, bolts, washers, and all necessary hardware required for jointing and fixing. All

materials shall be of approved make and free from defects.

Providing and fixing 300 × 50 × 2 mm perforated C-type cable tray on existing supports, including

alignment, levelling, jointing with coupler/fish plates, tightening of GI fasteners, and ensuring

continuity and rigidity of tray system. Work includes cutting where required, proper fixing, and

maintaining straight and uniform tray runs, complete as per specifications and directions of the

Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Running Meter. (Rmt).

Item No.65 Providing and erecting Sheet Steel powder coated MCB distribution board - flush /

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and

BS 5486-1986 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same

company of MCB to be used) (B) three phase incoming and single phase horizontal type outgoing

Per phase isolation type (PPI) (b) sheet steel double door (iii)8 way

Supply of sheet steel powder-coated MCB Distribution Board (DB), 8-way, double door type, suitable

for flush / surface mounting, with three-phase incoming and single-phase outgoing, Per Phase

Isolation (PPI) type, horizontal arrangement. DB shall be fabricated from CRCA sheet steel with

corrosion-resistant powder coating and shall conform to IS 13032 and BS 5486:1986. The DB shall be

complete with tinned copper busbar, neutral link, earth bar, DIN rail, phase separators, shrouds,

labels, and all internal accessories, without MCBs. The DB shall be of the same make as the MCBs to

be installed. All hardware, glands, and fasteners shall be included.

Providing and erecting 8-way sheet steel MCB DB flush or surface mounted as directed, including

proper alignment, fixing on wall, termination of incoming and outgoing cables on busbar/links,

earthing connection, blanking of unused ways, and checking of clearances. The DB shall be installed

neat, level, and accessible, complete as per specification and directions of the Engineer-in-Charge.

3. MEASUREMENT UNIT

Measured in Numbers (Nos.)

Item No.66 Providing & erecting 240 V MCB double pole switch for lighting Load (C Curve) having

KA breaking capacity & confirms to IS : 8828 in existing box having following capacity (A) 6 to

Supply of 240 V Double Pole (DP) MCB suitable for lighting load, C-curve, with 10 kA breaking capacity,

conforming to IS: 8828, of approved make and quality. MCB shall be suitable for installation in existing

modular / MCB box, complete with terminal screws, arc chute, trip-free mechanism, ON/OFF

indication, and all standard accessories. The MCB rating shall be as specified between 6 Amp to

Providing and erecting 240 V DP MCB of specified current rating in existing box, including fixing,

termination of incoming and outgoing conductors, tightening of terminals, checking of polarity,

mechanical operation, and ensuring proper electrical continuity and safety. The work includes testing

of MCB operation and making good connections, complete as per directions of the Engineer-in-

3. MEASUREMENT UNIT

Measured in Numbers (Nos.)

Item No.67 Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having

10KA breaking capacity & confirms to IS :8828 in existing box having following capacity (a) 6 to

Supply of 415 V Four Pole (FP) MCB suitable for motor and inductive loads, C-curve, with 10 kA

breaking capacity, conforming to IS: 8828, of approved make and quality. The MCB shall be suitable

for installation in an existing MCB/DB box, complete with arc chute, trip-free thermal-magnetic