Construction of Flyover Bridge near SVNIT College Junction and Kargil Chowk Junction on Surat Dumas Road, Surat On E.P.C Basis (Design, Engineering, Procurement & Construction) (Work No. 1)

Starting date of down loading of the online tender 09/03/2026

Last date of on line queries to be submitted (Online pre 01/04/2026

bid) on [email protected] up to 18.00 hrs.

Last date of downloading & submission of online tender 08/04/2026

documents up to 18:00 hrs.

• Physical submission of Demand draft in original for On all working days between

Tender Fee & EMD by RPAD / Speed post (through

postal authority only) so as to reach to the Chief 09/04/2026

Accountant, Account Department, Surat Municipal to

Corporation, Muglisara, Surat duly super scribed with 18/04/2026

name of work and tender notice no. From 11:00 hrs. to 17:00 hrs.

• Note : Any documents in supporting of bid including

scanned copy of the demand draft for tender fee and

EMD shall be in electronic format only through online

(by scanning) & hard copy will not be accepted

CONSULTANTS: CLIENT:

DELF Consulting Engineers (India) Pvt. Ltd. The Municipal Commissioner,

101, 2ND Floor, Shanay-1, Surat Municipal Corporation,

Opp. Shivalik Plaza, IIM-ATIRA Road, Muglisara, Surat-395

Ambawadi, Ahmedabad - 380015 Phone: 91-261-2423751 –

Mail id: [email protected] Email:[email protected]

Web: www.suratmunicipal.gov.in.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Name Of Work: Construction of Flyover Bridge near SVNIT College Junction and

Kargil Chowk Junction on Surat Dumas Road, Surat On E.P.C Basis (Design,

Engineering, Procurement & Construction) (Work No. 1)

Particulars Page No.

Volume –I – Part 1

I Notice Inviting Tender 4 to

II Bidding Data 10 to

III Qualification Information 49 to

IV Tender Drawings

Volume –I – Part 2

V Instruction to Bidders 67 to

VI General Instructions 74 to

VII Conditions of Contract (Draft Agreement)

Part – I Preliminary 85 to

Part - II Scope of Project 93 to

Part – IIIG Construction and Maintenance 98 to

Part – IV Financial Covenants 118 to

Part – V Force Majeure and Termination 130 to

Part – VI Other provisions 136 to

Part -VII Additional terms Related to works 141 to

VIII Forms of Security and Contract Forms 146 to

IX APPROVED LIST OF BANKS

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

VOLUME-I - PART-1

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Surat Municipal Corporation

Section I - Notice Inviting Tender

Tender Notice No. TENDER NOTICE (ONLINE) NO. ACE & I/C CE/BRIDGE/22/2025-26

Organization Name SURAT MUNICIPAL CORPORATION

Department Name BRIDGE CELL

Name of Work Construction of Flyover Bridge near SVNIT College Junction

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement & Construction)

Tender Notice TENDER NOTICE (ONLINE) NO. ACE & I/C CE/BRIDGE/22/2025-26

Tender Type On EPC Basis (Design, Engineering, Procurement and Construction)

Bidder Nationality INDIAN

Product Construction of Flyover Bridge near SVNIT College Junction

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement & Construction)

Type of Contract Single Work

Bidding Currency Single- Indian National Rupees.

Joint Venture Not Allowed

Schedule of E-Tender Starting date of down loading of the 09/03/2026

online tender documents

Last date of online queries to be 01/04/2026

submitted (Online pre bid) up to 18.00 hrs.

Last date of downloading & submission 08/04/2026

of online tender documents up to 18:00 hrs.

• Physical submission of Demand On all working days between

draft in original for Tender Fee &

EMD by RPAD / Speed post 09/04/2026

(through postal authority only) so as to

to reach to the Chief Accountant, 18/04/2026

Account Department, Surat From 11:00 hrs. to 17:00 hrs.

Municipal Corporation, Muglisara,

Surat duly super scribed with name

of work and tender notice no.

• Note: Any documents in

supporting of bid including

scanned copy of the demand draft

for tender fee and EMD shall be

in electronic format only through

online (by scanning) & hard copy

will not be accepted separately.

Opening of Price Bid (Online) INTIMATED LATER

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Bid validity period 120 days from the date of

opening of price bid.

Project Duration 36 months including monsoon.

Payment Details Document Fee Rs.18,000/- +18% GST= 21,240/-

In form of Account Payee Demand

Draft payable in favor of The

Commissioner, Surat Municipal

Corporation payable at Surat with

bid submission.

EMD Rs. 69,36,900.00/- (Rs. Sixty

(BID SECURITY) Nine Lacs Thirty Six

Thousand Nine Hundered

Only) The tenderer shall pay

Earnest Money Deposit to the

extent of 50% in the form of

Bank Guarantee from the

Nationalized Bank only.

(validity of bank guarantee

minimum 04 months and THIS

BANK GUARANTEE IS

ENCASHABLE AT BRANCH

OFFICE OF SURAT) The

balance 50% of the Earnest

Money Deposit is to be

deposited by pay order /Demand

Draft issued in favor of

Commissioner, Surat Municipal

Corporation, Surat through

Nationalized Bank only. The

earnest money deposit in the

form of FDR or Cheque shall

not be accepted. EMD refund

only after performance security

Deposit submit by Successful

Bank details for the bank guarantee are as under.

Title Name Surat Municipal Corporation

Bank name with branch name & Bank of Baroda, Bhagatalav,

IFSC CODE BARB 0BHAGAT

(5th Character is Zero)

Estimated Value Rs.69,36,89,102.59/-

(Excluding GST)

General Terms & Bidders who wish to participate in this E-Tender will have to procure

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Conditions valid digital certificate as per information Technology Act.2000. Bidders

can procure this certificate from any of the Government approved

certifying agency i.e. (n) Code Solution. Bidders shall upload the tender

documents after submitting the DD details for tender fees and EMD

details online. The Demand Draft Toward Tender Document fees can be

submitted along with Earnest Money Deposit before the due date as

specified above. This should be as per details given online and it should

be drawn before last date of the uploading of the tender. The intending

bidders shall have to submit the following documents along with the

EMD (BID SECURITY).

The Bidder should submit all the forms electronically only.

a) The CD containing technical & financial details required for

evaluation dully digitally signed.

b) Power of attorney.

c) Company’s profile and certificate of registration of company

DOWNLOAD OF TENDER DOCUMENT:

The tender documents for these work are available only in Electronic

format which can be download free of cost by the bidder.

SUBMISSION OF TENDER:

Bidder shall submit their offer in electronic format on above mentioned

website on or before the scheduled date and time as mentioned, after

Digitally Signing the same. No Price bid in physical form will be

accepted and any such offer if received by SURAT MUNICIPAL

CORPORATION will be out rightly rejected. Bidders need not to

submit Technical Bid in Hard Copy except P.Q. documents (i.e.

Eligibility and Qualification Submission specified in Tender.) in

physical form at this stage. Bidder shall have to submit separate account

payee DD for Tender Fee & EMD drawn in favor of Commissioner,

Surat Municipal Corporation, Surat.

Bidders shall read and consider following points which shall be part of

tender Documents.

• E.M.D & Tender fee shall be submitted in electronic format only

through online (by scanning) while uploading the bid. This

submission shall mean that E.M.D & tender fee are received for

purpose of opening the Bid. Accordingly, offer/tenders of those

tenders whose E.M.D & tenders fee is received electronically, shall be

opened. However, for the purpose of realization of EMD and tender

fee, bidder shall send the EMD as well as Tender fee in required

format in original through RPAD/Speed post so as to reach to

Account Department (Main office) during 09/04/2026 to 18/04/2026

up to 17:00 Hrs. Punitive action such as abeyance of registration and

cancellation of E- tendering code for one year shall be taken for non-

submission of EMD & Tender fees in original to Account Department

(Main Office) by bidder. All documents of supporting of Bid shall be

in electronic format only through online (by scanning) during the

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

bidding period & hard copy will not be accepted separately.

• All Documents shall be color scanned to be seen as original. Scanning

in Black and White or gray shall not be acceptable.

• All the Documents shall be notarized with clearly displaying stamp,

number and name of the notary and colored scanned.

• Price Bid shall have to be quoted strictly online only. No hard copy

of price bid shall be accepted.

Errata, Addenda/corrigenda to these tender documents, if issue must be

signed and submitted online and hard copy also.

"Following Documents shall be submitted online as well as in HARD

COPY to Surat Municipal Corporation by all bidders."

• Earnest Money Deposit as mentioned in the Tender.

• Tender Fees as mentioned in the tender.

• Under taking (As per Tender Condition)

• Declaration of the Contractor (As per Tender Condition)

• Affidavits (As per Tender Conditions)

• Errata, Addenda/corrigenda

• Section –III –Post Qualification Information

• APPLICATION FORM 1 - Litigation History

• APPLICATION FORM 2 - UNDERTAKING

• APPLICATION FORM 3 (Information Regarding Current

Litigation, Debarring / Expelling of Tenderer or

Abandonment of Work by Tenderer

Note - Technical Bid and qualification documents mentioned in the

tender and price Bid are not to be submitted in Physical Form. Please note

that Non-submission of Hard copies of Technical Bid as well as price bid

does not absolve the bidders from any liability created from the bid

condition and bidding process. Price Bid shall have to be quoted strictly

online only. Technical Bid in Hard copy shall be submitted only by

Successful Bidders upon intimation from client."

DETAILS TO BE SUBMITTED IN QUALIFICATION (online)

The following details are required to be submitted in electronic format

only through online (by scanning)

The scan copies of Tender fees, EMD, Affidavit paper, Errata, Addenda/

corrigenda declaration of the contractor and under taking of not

blacklisted on non-judicial stamp paper.

a. Documents/certificate supporting Statement - A, B, C, D, E, F in

required Performa.

b. Necessary documents required for various details mentioned in

SEC-III “Qualification Information”. [(form-3(A) and other

relevant documents mentions in SEC-V, instruction to Bidders]

c. Registration Certificate.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

d. Solvency Certificate.

e. Balance Sheet for the last 3 years.

f. C.A certificate for Turnover of Three years.

g. APPLICATION FORM 1 - Litigation History

h. APPLICATION FORM 2 - UNDERTAKING

i. APPLICATION FORM 3 (Information Regarding Current

Litigation, Debarring / Expelling of Tenderer or Abandonment of

Work by Tenderer

j. GST Registration Details.

OPENING OF TENDER: -

The Tender Bids will be opened on the specified date & venue. Bidders

who wish to remain present at Surat Municipal Corporation, Town

Development Officer’s office, at the time of tender opening can do so.

Only one representative of each firm will be allowed to remain present.

Information for online 1. Internet site address for e-Tendering activities will be

participation https://smctender.nprocure.com

2. Interested bidders can view detailed tender notice and

download tender document from the above mentioned website.

3. Bidders who wish to participate in online tender have to

register with the website through the ‘’New User Registration”

link provided on the home page. Bidder will create login id &

password on the own in registration process.

4. Bidders who wish to participate in this tender need to procure

Digital Certificate as per Information Technology Act-2000

using that they can digitally sign their electronic bids.

Bidders can procure the same from any of the CCA approved

certifying agencies, or they may contact (n) code Solution at

below mentioned address and they will assist them in

procuring the same. Bidders who already have a valid Digital

Certificate need not to procure the same. In case bidders need any

clarification regarding online participation, they can contact.

M/s (n)code solution

301, G.N.F.C. Info Tower,

Near Grant Bhagwati Hotel,

Ahmadabad 380 015 INDIA

e-Mail:URL: https://smc.nprocure.com

5. Bidders who wish to participate in e-Tender need to fill data in

predefined forms of tender fee, EMD, Volume-1 of tender i.e.

PQ (Technical) Or experience details and Price bid only.

6. Bidder should upload scan copies of reference documents in

support of their eligibility of the bid.

7. After filling data in predefined forms bidders need to click on

final submission link to submit their encrypted bid. Bidder can

also submit Document Fees, EMD, Volume-1,2,3 of tender

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

document & Reference Documents in hard copy if such

instructions may be given by tendering authority.

Executive Engineer (Bridge)

Surat Municipal Corporation.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SECTION II - BIDDING DATA

The following specific data for the Works to be procured shall complement, amend, or

supplement the provisions in the Instructions to Bidders and Conditions of Contract.

Whenever there is a conflict, the provisions herein shall prevail over those in the

Instructions to Bidders.

Tender Notice No. Tender Notice (Online) No. ACE & I/C CE/BRIDGE/22/2025-26

Bids to be submitted to : “Chief Accountant, Surat Municipal Corporation, Muglisara, Surat

395 003 by Speed Post/RPAD only.”

Name of Employer The Municipal Commissioner,

and Address Surat Municipal Corporation,

Muglisara, Surat-395

Email: [email protected]

Web: www.suratmunicipal.gov.in.

Name of Work Construction of Flyover Bridge near SVNIT College Junction

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

General Description of Contractor has to give his offer with this Consideration: -

the Work : A. SVNIT College Junction Flyover

Total Length of Bridge: 620.053m

04 No. x 12 mt c/c spans

03 No. x 25 mt c/c spans

Total Length: (25 x 3) + (12 x 4) = 123.000 m

2)Viaduct Portion at BRTS & JUNCTION

08 No. x 20 mt c/c spans

Total Length: (20 x 8) = 160.000 m

07 No. x 12 mt c/c span

05 No. x 25 mt c/c span

Total Length: (25 x 5) + (12 x 7) = 209.000 m

4) Length of Retaining Wall

1. Dumas Side: 67.053 m

2. Athwa Side: 61.000 m

Type of Super Structure

1. RCC Solid Slab in Minimum M:35 and PSC I Girder & RCC

Deck Slab in Minimum M:50

2. Crash Barrier in minimum M:40

3. Clear Carriageway Width – 15.0 mt (7.50mt Both Side)

4. Overall Width – 2 x 7.50 + 4 x 0.45 C.B. + 1 x 0.05 Gap

= 16.850 mt of Bridge

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Type of Sub-Structure

1. RCC Pier of 2.5m x 2.5m, 2 Nos of 2.0m Dia. Portal in

2. Pedestals in minimum M:50 and seismic restrainer in

3. Pier Cap and Abutment Cap in minimum M:50

Type of Foundation

1. R.C.C. Pile (1200 mm dia. Pile & 1000 mm dia.) & Pile Cap

in Concrete grade M35.

2. RCC Pile Cap 8.70 m x 5.1 m x 1.8 m, 2 Nos of 5.1 m x 5.1 m

x 1.8m for Portal Grids and 7.3 m x 4.3m x 1.5m in minimum

B. Kargil Chowk Junction Flyover

Total Length of Bridge: 529.956m

05 No. x 12 mt c/c spans

04 No. x 25 mt c/c spans

Total Length: (25 x 4) + (12 x 5) = 160.000 m

2)Viaduct Portion at BRTS & JUNCTION

04 No. x 20 mt c/c spans

01 No. x 25 mt c/c spans

01 No. x 31.20 mt c/c spans

03 No. x 12 mt c/c span

04 No. x 25 mt c/c span

Total Length: (25 x 4) + (12 x 3) = 136.000 m

4)Length of Retaining Wall

1. Dumas Side: 53.800 m

2. Athwa Side: 43.956 m

Type of Super Structure

1. RCC Solid Slab in Minimum M:35 and PSC I Girder & RCC

Deck Slab in Minimum M:50

2. Crash Barrier in minimum M:40

3. Clear Carriageway Width – 15.0 mt (7.50mt Both Side)

4. Overall Width – 2 x 7.50 + 4 x 0.45 C.B. + 1 x 0.05 Gap

= 16.850 mt of Bridge

Type of Sub-Structure

1. RCC Pier of 2.5m x 2.5m, 2 Nos of 1.80m Dia. Portal in

2. Pedestals in minimum M:50 and seismic restrainer in

3. Pier Cap and Abutment Cap in minimum M:50

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Type of Foundation

1. R.C.C. Pile (1200 mm dia. Pile & 1000 mm dia.) & Pile Cap

in Concrete grade M35.

2. RCC Pile Cap 8.70 m x 5.1 m x 1.8 m, 1 Nos. of 12.3 m x

m x 1.8m for Portal Grids and 7.3 m x 4.3 m x 1.5m in

The clearance shall be maintained to give Minimum 6.935m at SVNIT Junction

& 6.20m at at Kargil Junction (To keep provision for future finishing on Road)

from Finished Road Level to Bottom level of Super structure. The Structure at

both junction has to reinstall after the bridge construction.

4) 6 mm Thick Liner: Depth of Liner shall be minimum 3. 0m from the bottom

of the pile cap shall be require for successful execution of piling, whichever is

more or said by Engineer In charge. However, it is compulsory for contractor to

keep 75mm liner in pile cap from P.C.C. top in each & every pile cap for

successfully execution of pile cap. Extra payment shall be given on Rate Rs.

46855.18 Per MT considered in the tender for the liner required more than

5) Bearing: Elastomeric bearing as per MOST IRC provisions. The Bearing

shall be procured from approved empaneled list by MORTH MOST only, as

decided by client/engineer in charge.

5a) For RCC Solid Slab Span, it is to be rested on Tar Paper Bearing as there is

no possibility of bearing inspection after construction of RCC cladding wall in

6) Utility shifting shall be undertaken by the Surat Municipal Corporation

(SMC). However, if the SMC is unable to carry out the shifting, the

responsibility shall rest with the Contractor. In such cases, the Contractor shall

execute the utility shifting work, and payment for the same shall be made as per

the prevailing Schedule of Rates (SOR 2023-24) applicable at the time the

tender was published, including the Contractor’s quoted premium.

The soil investigation carried out at some locations has been given

for guidance and reference in Drawing attached, however, contractor

will have to carry out detailed soil investigation before start of work,

The Detailed design of all the components of the proposed Bridge, its

temporary components, staging, all type of load testing of various

components, detailed soil investigation, and detailed design drawings,

etc. all shall be carried out by contractor.

The detailed design shall be carried out by contractor, which

shall be first proof checked by proof checking consultant

appointed by contractor as specified in Tender, and then the

detailed design and drawings shall be got approved from Design

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Circle, R&B, Govt. of Gujarat, Gandhinagar or as approved by

client as per tender.

1. Bridge Portion: - PSC Solid Slabs-Voided slabs/ T-beam Deck Slab

/Prestressed Concrete girder/Box Girder, Composite Girder over

BRTS Bus station, type superstructure, RCC pile (minimum 750 mm

dia), Pile cap (pile cap top level must be minimum 300mm below the

ground level), RCC pier & pier cap and RCC solid slab (approach

portion) as per GAD attach. & RCC retaining wall as per site

condition at the time of execution.

2. Dismantling of structures and sorting of the dismantled material,

disposal of unserviceable material and stacking serviceable materials

as directed by Engineer with all leads and lifts etc. complete as per

specification and as per site requirements.

3. The PSC Girder Launching scheme shall be got approved from

Design Consultants, Proof Checking Consultants, PMC, SMC and if

required R & B Design Circle. These all activities include all

materials, Cranes of required capacity including standby Cranes,

Equipment's, Plants, Labours, Specialized Supervisor etc. required

for successful completion within FOB.

Project Management Project Management Consultancy for Flyover Bridge is appointed by

Consultancy SMC Fees for the Consultancy also paid by SMC but if work is not

complete within stipulated time period and time limit of contract not

sanction by competent authority than cost of any supervision agency /

TPI/PMC for the extended time period has to be borne by contractor

Period of Completion 36 months including monsoon.

Estimated Cost of Rs. 69,36,89,102.59/- (Excluding GST)

Earnest Money Rs. 69,36,900.00/-

Tender Fees Rs. 18,000/-+18% GST = Rs.21,240/-

Contractor has to Rs. 5,00,000.00 /- + 18% GST = 5,90,000.00 /-

deposit the scrap One time to SMC in form of D.D.

value dismantling The Final amount is to be decided by competent Authority

of existing BRTS

at Kargil Chowk

Performance 10% of Contract Value

Retention Money 6% from each Running bill subject to a maximum of 5% of contract

Defect Liability Period 60 (Sixty Months) (05 Years) and the period shall start from the

date on which bridges opened to traffic.

Note: Liability of Main structural components of bridge shall be

considered for Five years, after work completion certificate given by

client. For that, contractor will have to give undertaking in the form

of indemnity bond duly notarized after completion of work

NDT Test: Contractor shall make all arrangements for NDT Testing

& collection of samples from site in presence of PMC, after

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

completion of Bridge, before issuance of completion certificate.

Testing shall be carried out in sufficient quantities for each main

component of Bridge, as required and decided by Engineer in charge.

The Testing and its numbers shall be as Mentioned in relevant

IS/IRC codes / as directed by engineer in charge. Testing shall be

carried out at NABL approved laboratory. NDT Testing shall also be

carried out after completion of Five years DLP period. NDT Test

Result shall be submitted with Final bill and after five years of DLP

period. No Extra Payment shall be given on above account. If Results

are not as per codal provisions, contractor will have to Repair, restore

& rectify the work at his own cost, nothing extra will be paid on this

Special Condition The BRTS bus station shall be retain as it is shown in the SVNIT

Junction GAD and the pier arrangement of the pier shall be as per

GAD. A New BRTS Bus Stop is to be construct as it is shown in the

Kargil Junction GAD and the pier arrangement of the pier shall be as

Scope of work: The work to be carried out under this contract shall consist of various

items as generally described in General Description of the work and

as per Tender Documents.

The design of the complete bridge and project will have to be carried

out by contractor as per the latest Design practice and latest

applicable IRC (Indian Roads Congress)/BIS (Bureau of Indian

Standard)/ IRS codes. The detailed design shall be first proof

checked by proof checking consultant appointed by contractor as

specified in Tender, and then the detailed design and drawings shall

be got approved from Design Circle, R&B, Govt. of Gujarat,

Gandhinagar or as approved by client as per tender.

The Bridge Portion is to be executed under supervision of CLIENT OR

THEIR REPRESENTATIVE appointed.

The fees of the Proof Consultant shall be borne by the contractor;

charges of R & B design circle will be borne by client.

All major components of the Bridge shall be got approved within

6 months of issue of work order.

Bidders are advised to ascertain accurate facts and details on their own

with due diligence. The Contractor shall be solely responsible for the

Engineering, procurement, design, safe and accurate construction of all

work and for all details of the works and the adequacy thereof.

Contractor’s responsibility shall not be in any way be diminished nor

shall the Contractor’s design approach be limited by the Employer’s

acceptance or by Employer’s approval, suggestions or

recommendations on any aspect of the engineering or design. The work

shall be carried out as per the design prepared by the bidder and

approved by the Competent Authority. Drawings attached in Volume I

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

of this Bid document are for tender purpose only. However, the

Contractor has to submit their own detailed design drawings for this

The scope of the work shall be as specified in Below and is summarized

below for the convenience of bidders but shall not be limited to:

(a.) Dismantling of structures and sorting of the dismantled material,

disposal of unserviceable material and stacking serviceable

materials as directed by Engineer with all leads and lifts etc.

complete as per specification and as per site requirements.

(b.) Carrying out Design and construction of all components of the

Bridge with RCC pile (minimum 750 mm dia), pile cap, RCC pier,

pier cap & PSC Girder / Steel Composite Girder etc. all to required

specifications under this contract as per tentative General

Arrangement Drawings and Schedule of Payment terms.

(c.) In bridge portion Bituminous wearing coat to be used. Strip seal

type expansion joint for PSC Girder and Metal Expansion for solid

slab and continuity arrangement in deck slab with fixtures,

components filler etc. to be used.

(d.) General works such as cleaning site before commencement, setting

out axis and locations of foundations etc. and clearing the site after

completion and before handing over the structure after defect

liability period.

(e.) Collection and providing samples including transportation and

carrying out tests on various constructional materials proposed to

be used in the work. All tests as required as per provision of

standard specifications and as suggested by Engineer in Charge and

furnish test report/certificates from acceptable testing laboratories.

The contractor shall have to make his own arrangement for

transportation of inspecting authorities/ agencies/PMC at his own

cost. All Expenses shall be borne by Contractor.

(f.) Providing full furnished site office with fully Air conditioned with

facility of Net Connectivity for the client and PMC with all

required furniture, chairs (Revolving), Tables, storage facility,

lockable safe storages as per requirement of client, with clean toilet,

RO water, etc. all required of min 40sq.m area with separate.

Setting up Fully Equipped Field /site laboratory for routine tests as

per approved QAP and Maintaining the same till the completion of

project having CCTV with Net Connectivity and data storage

capacity of minimum 30 days and the link of the same shall have to

be shared with Client and his representative.

The system should be fully in operation within 15 (Fifteen) Days

after the date of issue of final work order.

(g.) Giving programme of work to monitor progress of work and to sort

out bottlenecks for lapses etc.

(h.) Complying with any other data, which may be required as per the

specifications, conditions, etc., forming part of the contact.

(i.) Any other item of work not specifically provided in the contract but

which is necessary being contingent in complying with the

provisions of the contract.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

(j.) All the concrete work shall have to be carried out by fully

automatic batching plant with minimum output of 30 cu.mt per

hour with each batch report printing facility and minimum 6 Nos

of transit mixer with minimum capacity of 6 cu mt in working

condition. At batching plant site, it shall behaving CCTV with Net

Connectivity and data storage capacity of minimum 45 days and

the link of the same shall have to be shared with Client and his

representative. Batching Plant/s shall be exclusively for this work,

it shall not be on hire base which supplying the concrete to other

agency. The system should be fully in operation within 02 (two)

months after the date of issue of final work order. Contractor’s

own fully automatic concrete batching plant which shall be

established at site or within 10 Km radius and maintain it during

progress of work. In exceptional circumstances, RMC from other

batching plant shall only be allowed after proper written reasoning

and with the written approval of Engineer-in-charge.

(k.) As built post execution, drawing and approved designs shall have

to be submitted in five copies including soft copy by the

(l.) List of brand/make for various product/material to be used for this

work is enclosed in Vol –II technical specification and also it is to

clarify that the list is to be strictly adhered to. However, in

exceptional special cases others makes brand may be permitted

subject to prior approval of Divisional Head upon written valid

request with the justification. However, the decision of Divisional

Head shall be final, conclusive and binding to the contractor.

(m.) Design of each and every component of the Bridge as well as

approaches will be carried by the contractor through a Design

consultant to be appointed as per contract.

(n.) The contractor shall follow the latest applicable codes.

(o.) In case of any disagreement regarding the applicability of

codes/codal provisions, the decision of Superintending Engineer,

Designs(R&B), Govt. of Gujarat Proof Consultant shall be final

and binding to all.

(p.) It will be the responsibility of the contractor to submit the Design

Calculations and Drawings in the format required by the Proof

checking authority. In case of the designs being done through

software, the contractor will have to provide a licensed version of

the same to the Proof checking authority. The design calculations

shall cover all steps and all cases as required by the codes.

(q.) All safety measures, accident claims, damages, land for plant and

machinery and site office, Necessary technical staff required,

Police protection etc. shall be included.

(r.) The above all details are for guidance purpose and may change

during execution as per site condition and requirements. The

contractor shall carry out their own survey and soil investigation

to ascertain the soil strata as per MORT&H / codal provisions.

(s.) SMC will not entertain any claim in regards to inaccuracy of data

provided for bid purpose.

(t.) The contractor has to carry out work accordingly to complete in

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

(u.) Submission of Detailed Bar chart and methodology of each

activity, time to time, Safety Manual, Quality Assurance and its

Manual, detailed design and drawings of each and every

components of permanent and temporary works and obtaining

approval from the Relevant Authority

(v.) Preparation of traffic diversion plan, obtaining approval of the

Engineer in charge as well as local traffic authority and

implementing the same till completion of the project in

consultation with the Engineer, traffic police authority and related

other departments. Implementation of traffic diversion plan shall

include. The diversion road, existing road shall be maintained/

repaired by the contractor throughout construction period at his

own cost. Contractor has to take necessary approval from concern

all department during any diversion/closing the road for the work

(w.) Taking 150 mm dia. confirmative trial bores through all type of

strata to sufficient depth as per MORT&H guidelines or as may be

required/demanded by R & B Design Circle, Gandhinagar and

proof checking agencies for carrying out sub-soil investigations

generally at 50m OR at each foundation location of pier, abutment

and at locations of solid approaches including collecting samples,

conducting tests and submitting geotechnical investigation report

in 4 copy from geotechnical expert and recommendation of safe

bearing capacity/ pile capacity at each foundation location &

obtaining approval of the Engineer.

EARNEST MONEY DEPOSIT:

A. The Tender shall be accompanied by of Earnest Money Deposit Rs. 69,36,900.00/-The tenderer

shall pay Earnest Money Deposit to be deposited by pay order/demand draft issued in favour of

Commissioner, Surat Municipal Corporation, Surat through Nationalized/Schedule Bank only. The

Earnest Money Deposit in the form of FDR or cheque shall not be accepted. The tenderer shall have to

mention details of Earnest Money Deposit on the seal cover of Earnest Money Deposit.

As per Commissioner Note No.C.N.61, dtd. 05/02/2025

• Demand Draft for E.M.D. & Tender (Bid) fee shall be submitted in electronic format through

online mode (by scanning) while uploading the bid. This submission shall mean that E.M.D. &

tender fee are received for purpose of opening of the bid. Accordingly offer of those shall be

opened whose E.M.D. & tender (bid) fee is received electronically. However, for the purpose of

realization of D.D. bidder shall send the D.D. in original through RPAD / Speed post so as to

reach to Chief Accountant, SMC as per schedule from the last date of online submission of the

bid as per tender notice.

• Following Penalty based actions for not submitting D.D.in original shall be initiated by SMC.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Bidding If Situation arrives Relaxation /Punitive action

Tendere's If bidder fails to submit the

Relaxation: Bidder shall pay Penalty as per

First Time original D.D. (For tender fee and

following table within 10 Days from the last

E.M.D.) within stipulated date of the hard bid submission as mentioned

time mentioned in published in published tender notice.

tender notice for this work, in

If bidder fails to deposit the penalty amount

this situation…. (as per following table) Punitive action will

be taken as below. Punitive action:

Abeyance of registration for 06 (six) months

with cancelation of E- tendering

code for 06 (six) months

Tendere's If bidder fails to submit the Punitive action: Abeyance of registration

Second Time original D.D. (For tender fee and for 06 (six) months with cancelation of E-

E.M.D.) within stipulated time tendering code for 06 (six) months

mentioned in published tender

notice for this

work, in this situation….

Table for Penalty

Sr. Tender Amount in Rs. Penalty Amount in Rs.

2 More than 1.00 Cr And up to

3 More than 10.00 Cr And up to

4 More than 50.00 Cr And up to

5 More than 100.00 Cr 1,00,000/-

The instruments for Earnest Money Deposit shall be issued by or payable/ encashable at Surat

Branch of the said nationalized bank.

B. The Earnest Money Deposit (Tender guarantee) will be forfeited in the event, the successful

tenderer fails to accept the contract and fails to submit the Performance Guarantee Bond to the owner

as stipulated in this tender document within Fifteen days after receipt of notice of award of contract. In

such case owner may disqualify the tenderer from tendering for further works, under the jurisdictions

of the Corporation (S.M.C.).

C. The Earnest Money Deposit of the successful tender shall be returned after the performance

guarantee bond, as required, if furnished by the contractor.

D. No interest shall be paid by the owner on any tender guarantee.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Construction of Flyover Bridge near SVNIT College Junction and Kargil Chowk

Junction on Surat Dumas Road, Surat On E.P.C Basis (Design, Engineering,

Procurement & Construction) (Work No. 1)

BRIDGE + APPROACH PORTION

SECTION - 1 : PRELIMINARY WORKS

1 Clearing and grubbing site/road/land including uprooting all vegetation, grass, bush shrubs,

saplings and trees with girth, removal of stumps of trees of girth of all sizes including

removing stumps of trees cut earlier and disposal of unserviceable materials and stacking of

serviceable materials as directed by Engineer with all leads and lifts etc. complete as per

specification before commencement and after completion of the work.

1a Providing and fixing of 4 mm thk ACP Takti or SS Takti with minimum Size of 4' x 3' on

RCC/Decorative pylons or directed by client along with Water Proof Mandap of minimum

Size 100'x100', 75 Nos of VIP Chairs, 15 Nos of VIP Sofa including necessary electric

fixtures like fan,cooler,lighting arrangement, D.G Sets etc as per site requirement and required

to make it functional or as directed by Engineer In charge for Functions of Khat Muhurt and

Lokarpan Vidhi/Vidhies of above work.

2 Carry out survey work using total station (1 second accuracy) for the length and width of

existing area & structures as decided by Engineer in charge and additional length if required.

The width to be surveyed will be up to TP Boundary and beyond that as required, including

marking of TBM, its coordinates, station points, their coordinates, centre line of alignment,

taking ground level details of existing structures, details of all utilities below GL, manholes,

catch pits, existing utility services, light poles, trees, over head electrical lines, BSNL section

pillar / box, Torrent electrical boxes, including any number marked on them, road dividers,

foot paths, culvert, Bridge, etc. within construction area and additional areas / lengths if

required. Rate includes fixing TBM & necessary reference pillars, fixing alignment at site,

establishing bench mark, establishing foundation layout, and pier coordinates, on ground,

including submission of longitudinal sections, cross sections, drawing report etc. of survey

work in three hard copies with soft copy in CD to Engineer-in charge as directed for the Fly

3 Dismantling the rigid / Flexible pavement including removing and stacking the

dismantled materials as and where directed.

4 Providing and installation of temporary barricades including supplying, painting with fluorescent

paint/white paint and fixing CGI sheets 0.8mm thick of 1.8 m height and M.S. Posts angle 40 x 40 x

mm at 2.5 m c/c and dismantling the same after completion of work and allowing for movement of

traffic as per drawing and as per instruction from Engineer in charge. Necessary arrangements shall be

made to divert the existing traffic in an unobstructed manner. Rate to be inclusive of all materials,

fabrication works, paint works, retro reflective films/sticker, Blinkers, foundation works, transportation,

loading, unloading, installation, dismantling and inclusive of all taxes and including the same design for

providing openable gate. No extra rental will be given to the contractor in case of any delays on his part

for construction or due to any valid time limit extensions. Each barricading sheet is to be numbered with

a unique number. If shifting of barricading is required with in the project boundary than contractor

should shift/relocate the same sheet/barricades as required and no extra payment made for

shifting/relocation. After the completion of project, the ownership of barricading will remain with the

contractor. Barricading is to be cleaned as per the instruction of Engineer in charge.

(i.e., Temporary barricading will be property of contractor after completion of work. Rate is only for

providing temporary work during construction work)

5 Dismantling the existing structure including removing and stacking the dismantled materials

as and where directed - RCC work

5a Dismantling the existing structure including removing and stacking the dismantled materials

as and where directed - Brick Masonry

5b Dismantling the existing structure including removing and stacking the dismantled materials

as and where directed - BRTS Steel Railing

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

6 Carryout Geo-technical investigation work including drilling 150 mm dia bore holes in all

sorts of soil, ordinary rock and hard rock, upto maximum depth as mentioned, collection

undisturbed samples and conduction standard penetration tests alternate at an interval of 1.5 to

2.0 m depth, conducting necessary laboratory tests for all type of classification and

determination of soil parameters if required, including submission of report in three copies

covering investigation data and recommendation for SBC and the pile capacity considering the

design criteria, all per specification.1) The rate is inclusive of submitting soil investigation

report in three sets in hard copy as well soft copies.2) The rate is inclusive of all materials with

contractor's labour, tolls and plants, machineries, as required.3) The rate is inclusive of all

taxes including services tax.

7a Providing Trial Pits to find out the utilities in the proposed alignment. The Location details

shall be submitted by the Contractor as directed by the Engineer. a) upto 3 m.

SECTION - 2 : FOUNDATION & SUBSTRUCTURE

8 Excavation for foundation of structures including existing pavement surfaces including

dewatering, shoring, and strutting as necessary and backfilling the trenches with suitable

excavated material in layers of 15 to 20 cms and disposing of remaining unsuitable material

with all lifts and lead as directed and preparation of bed for concreting of foundations etc.

complete as directed by Engineer and as per specification.

9 Providing and laying in situ machine mixed minimum M-15 grade bedding concrete in

foundation / below pile cap including dewatering, shuttering, compacting, curing etc. complete

true to level and position as directed by Engineer and as per specification.

10 Providing and casting in situ Controlled Cement concrete M-30 for Toe walls including

necessary shuttering laying, vibrating, ramming, and curing complete.

11 Empty boring through all sorts of strata for providing RCC bored piles to required depth

including flushing necessary casting pipe with all plants and equipments as required as per

detailed specifications for Abutment and Piers (Excluding Concrete & Reinforcement) -

11a Empty boring through all sorts of strata for providing RCC bored piles to required depth

including flushing necessary casting pipe with all plants and equipments as required as per

detailed specifications for Abutment and Piers (Excluding Concrete & Reinforcement) -

12 Providing and casting in situ machine mixed controlled cement concrete minimum M-35 for

RCC bored pile using Tremie Pipe including necessary flushing, dewatering, formwork,

transporting, compacting, vibrating, curing and finishing including all leads & lifts complete

as per detailed specifications. (Excluding Reinforcement)

13 Chipping and dressing of the RCC piles upto cut-off level as given in drawing including

cleaning of reinforcement and removal of dismantled materials, etc. for providing pile caps as

directed by Engineer and as per specification. For any dia. size of RCC pile

14 Carrying out load test on any pile as per standard procedure laid down in the IS:2911

specification including construction of test cap, dismantling the cap after test and cleaning the

site and maintaining complete records of load settlement as directed by Engineer and as per

specification, and submission of records.

a)Initial Pile Load Test on piles for 2.5 times the design load specified in drawings in non-

working areas in the vicinity of the bridge site, including cost of test pile.

14a Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the

Engineer in-charge. The test shall be carried out by agency approved by Engineer in charge as

per IRC Notification 54 and submitting results / reports in three hard copies with soft copy in

CD. Item includes all necessary arrangements required for the test. (with guided frame

15 Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of

weak concrete at the top of pile, levelling, bending of reinforcing bars, preparation of pile head

including testing with pile driving analyzer or approved equivalent. To be carried out at least

15 days after concreting of piles. A specialist approved Agency shall be employed by the

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Contractor for the test. The test shall be carried out as per relevant IRC 78. The item is

including complete testing with approved apparatus, analysis of results and conclusions

including submission of test reports in three hard copies with soft copy in CD

16 Providing and installing 6 mm MS liner for bored-cast-in-situ concrete piles including

applying protective coating as per drawing and specification and as directed by Engineer.

17 Providing and laying in-situ machine mixed RCC minimum M-35 grade Controlled Cement

Concrete in foundations of piers, abutments, return wall, box return, pile caps etc.at any depth

including centering, shuttering, mixing in mechanised batch mix plant, compaction, curing and

dewatering if necessary, excluding reinforcement as per specification and as directed by

18 Providing and laying machine mixed minimum M-40 grade Controlled cement concrete for

cast-in-situ piers, abutments, wing wall, Dirt wall, side wall etc. at any height or depth as per

approved design and drawings, with necessary centering, shuttering, scaffolding, transporting,

placing, compacting by mechanical vibrators, finishing, curing, and casting as per drawing etc.

complete excluding reinforcement as directed by Engineer and as per specification. - Upto 5 m

18a Providing and laying machine mixed minimum M-40 grade Controlled cement concrete for

cast-in-situ piers, abutments, wing wall, Dirt wall, side wall etc. at any height or depth as per

approved design and drawings, with necessary centering, shuttering, scaffolding, transporting,

placing, compacting by mechanical vibrators, finishing, curing, and casting as per drawing etc.

complete excluding reinforcement as directed by Engineer and as per specification. - Upto 5m-

19 Providing and casting in situ-controlled cement concrete minimum M-50 for R.C.C. work in

pier cap, abutment cap including controlled cement concrete M-50 bed blocks or pedestals and

seismic restrainer of required size below bearings as per detailed drawings, centering,

shuttering, scaffolding, wherever necessary, laying vibrating, curing and finishing complete.

20 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe-550D CRS steel

bars of various diameters for all RCC works in Piles, Piles Caps and foundations as per

detailed design & drawings and schedule including cutting, bending, hooking the bars, binding

with 18 SWG GI wires or tack welding (only for piles) and supporting as required with all lifts

and leads etc. complete including cost of all labour, materials, tools, plants, equipments etc. all

complete as directed by Engineer and as per specification. - a)Pile

21 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe-550D CRS steel

bars of various diameters for all RCC works in Piles, Piles Caps and foundations as per

detailed design & drawings and schedule including cutting, bending, hooking the bars, binding

with 18 SWG GI wires or tack welding (only for piles) and supporting as required with all lifts

and leads etc. complete including cost of all labour, materials, tools, plants, equipments etc. all

complete as directed by Engineer and as per specification. - b)Pilecap

22 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe-550D CRS

conforming to IS 1786 reinforcing steel bars of various diameters for all RCC works in

Foundations, Pier, Abutment wall, box wall, Abt. cap, pier cap, seismic arrester, Dirt wall,

sidewall, Retaining wall, Pedestals as per detailed design & drawings and schedule including

cutting, bending, hooking the bars, binding with 18 SWG GI wires and supporting as required

with all lifts and leads etc. complete including cost of all labour, materials, tools, plants,

equipments etc. all complete as directed by Engineer and as per specifications.The rate

includes for supply, loading, unloading, transporting to site, cutting, bending, hooking,

placing, tying in position with contractor's own binding wire, welding, forming the cage and

lowering it in position in pile bore etc. Welding and supporting in position to ensure lines and

levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per

drawings and specification. - c) Piers, d) Piercap, e) Pedestal & Arrester, f) Cladding Wall &

23 Providing and fixing in position fully moulded restrained elastometric Bearings as per detailed

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

24 Providing and applying one coat of zinc-rich epoxy primer and two coats of coal tar epoxy

paint of reqd. thickness as per specifications to all concrete surfaces in contact with earth in

foundation and substructure including all cost of material, labour, transportation and preparing

the surfaces by cleaning, washing, brushing, sand/grit blasting etc. complete as directed by

Engineer and as per specification. (Paint shall be got tested from approved laboratory).

25 Providing and applying anti carbonation, antifading, mold resistant, heat insulating and 100%

acrylic breathable decorative external waterproof coating of approved shade having viscosity

@ room temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to

30 sec. pH of 7.00 to 10.00 and specific gravity @ Room temperature 1.30+0.1, tested for

carbon dioxide diffusion resistance properties for coating materials and coating systems for

exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"

accredited institution.

26 Providing and filling sand behind abutments and between returns in layers as directed by

engineer in-charge.

27 Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns

and wing walls as per detailed specifications.

28 Providing and Laying weep holes in abutment and return by using A.C. pipes of 100 mm

diameter with laying in proper grade and jointing complete etc. as per detailed specifications.

SECTION - 3 : SUPERSTRUCTURE

29 Providing and Casting in situ-controlled cement concrete for R.C.C. Solid Slab including

centering, scaffolding, curing, and finishing complete. M

30 Providing and casting in situ or precast controlled cement concrete minimum M 50 for

Prestressed concrete work in super structure including centering, shuttering, curing,

scaffolding, ramming, vibrating, finishing, launching or shifting complete. (i) Solid Slab (ii)

Deck Slab (iii) Main Girder (iv) Diaphragm or Cross Girder.

31 Supplying and fabrication of steel Girder spans including its components ( stiffeners, Bracing,

splices, Studs etc.) as per approved drawing for composite construction of super structure of

the road over bridge with contractors own steel confirming to IS 2062 (Latest), Grade E350 (

B0) quality with all welds, Rivets, nuts bolts, Etc. with contractor's own materials, Fabrication,

Machinery, Templates, Fixtures, Equipments tools and plants transportation , Skilled

/Unskilled labour, Excise duty., Octroi, sales tax and other taxes all leads lifts, decent, loading,

unloading if required etc, complete and as per a Approved QAP and Drawings confirming to

URS B1 - 2001 and other relevant codes and specifications. the rate is inclusive of

transportation of fabricated girder parts ti site by contractor's own means at his cost. The rate

shall also be inclusive of cold straightening of deformed and bent girder parts before their

assembly. Work has to be done as per drawings and specifications approved by R&B Design

Circle. High quality superior brand paint should only be used. For painting prior approval for

superior brand / make of the paint should be taken as per instruction of engineer in charge.

1. Detailed fabrication and erection drawings & launching methodology will be prepared by

the contractor and got approved from R&B Design Circle.

2. Rate includes fabrication of all types of battens, bracings, ties, stiffeners, packing,

diaphragms, shop rivets / welding, T&F bolts, drifts, SAW, templates, jigs, fixtures,

accessories, transporting various components from fabrication shop to site including

loading & unloading, assembly of girders with drifts/bolts, field riveting /welding /HSFG

Bolting, assembling of temporary support for side slewing, raising of girders to the bed block

level, providing sliding arrangements and slewing the girder in

position, lowering of girder on bearings and bed plates with all temporary arrangements or any

other method of launching complete.

3. The bearing sets to be provided with the girders will be paid separately as per relevant item.

4. Payment for addition in weight for rivets / welds shall be made as per clause 45 of IRS B-1-

5. In case of composite work (welding and HSFG bolts ), addition in weight shall be 1% for

welding and HSFG bolts shall be paid separately under relevant item.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

6. Painting of girders will be paid separately under relevant item.

7. Launching of steel girder spans including its components on running line/ Running

electrified line / under block period with the help of road crane of required capacity as per

R&B Design Circle approved drawings with other ancillary steel structures

fixed to the Girder where necessary in proper level and alignment and as per technical

specifications.

8. Assembling, Welding, Erecting, Riveting, Launching, bolting by HSFG bolts wherever

required (as per approved drawings) with contractor's rivet materials, weld materials, HSFG

bolts, service bolts, erection and launching of Steel girder span to

R&B Design Circle approved drawings with other ancillary steel structures fixed to the girder

where necessary in proper level and alignment and as per technical specifications. payment is

including bolt.

9. Payment Schedule:

1. On Material Procurement: 40 %

2. On Assembled at factory/yard: 15%

3. On Assemble at Site: 15%

4. Erection / Launching, of Girder

32 Metalizing of steel work of girders and deck sheet with sprayed aluminium after surface

preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of

Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour,

T&P and material as a complete job duly conforming to all relevant specifications and process

given under Clause 39 of IRS-B1-2001 Note: Nominal Thickness of Aluminium coating shall

be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of

Aluminium paint shall be 12-14 microns

33 Providing, fabricating and fixing in position Deck sheet for the deck slab of Composite super

structure and other Structural steel sections such as plate. The rate to be inclusive of all

charges such as loading, unloading, transporting, cost of fabrication, erection, all accessories

to be used for connection, anti corrosive primer and paint of approved make/ shade and

cleaning works, inclusive of all taxes.

34 Providing & fixing in position (Thermo mechanically treated bars) TMT Fe-550D CRS steel

bars of various diameters for all RCC works in super structure as per detailed design &

drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG GI

wires and supporting as required with all lifts and leads etc. complete including cost of all

labour, materials, tools, plants, equipments etc. all complete as directed by Engineer and as per

specifications.Solid slab & Deck slab, Main girders, cross girders

35 Providing and fixing in position to exact profile 12.9 / 15.2 mm nominal dia. High tensile

prestressing steel strands conforming to low Relaxation Prestressing steel strands - CI II as per

IS 14268 of specified ultimate strength including cutting, cleaning, forming cables etc and

further including providing and laying corrugated HDPE sheathing of specified dia.,

anchorages, stagewise stressing, grouting testing of materials and all enabling work for pre

tensioning / post tensioning of steel etc. complete including all lifts and leads as per Sp. And

drawing and as directed by Engineer. (including reserve prestressing cable)

36 Providing and carrying out load test on bridge deck with simulated loading including

provision, placing and removal of loading, supplying, fixing and removing deflection

measuring instruments etc. complete with platforms for fixing the instruments etc. complete as

per the details supplied and specification and as directed by Engineer and including

submission of required results in triplicate after satisfactory completion of the load test.

37 Providing and fixing in position Strip Seal Type Expansion Joint (for movement upto 80mm)

as per detailed drawing MORTH specification. The rate is inclusive of supplying, fixing with

contractor's own materials, equipments, machineries, labour, transport, testing, bolts, socket

tubes, neoprene sheet/cap etc. complete. The rate is finished item complete and will be paid

after fixing in all respect. (PSC SPANS)

38 Providing and fixing metal expansion joints as per drawings. Details of expansion joint 50 x

50 x 6mm size two IS and 100 x 6mm MS plate with 6 x 20 x 25mm long hold fast @ 50 cm /

cc on both sides of expansion joints. (RCC SOLID SLAB SPANS)

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

39 Providing pre-moulded asphalt filler joints as per drawings. (A) 12mm

40 Providing and laying 25mm to 50 mm thick compacted BITUMINOUS CONCRETE using

aggregates as per gradation and percentage of bitumen for mixing shall be as arrived from mix

design, provided in no case bitumen percentage shall be less than 5.2% for Grade I and 5.4%

for Grade II by Wt. of total mix as binder by batch mix type hot mix plant and laying by

sensor paver finisher including consolidation by rollers as specified including providing and

operating plant, sensor paver and machinery, cost of fuel, oil, lubricant and labour charges

including cost of aggregate and filler (if found required as per mix design) etc. complete

a)Viaduct Portion

b)Approach Portion

41 Providing and laying DENSE GRADED BITUMINOUS MACADAM (DBM) as per

gradation and bitumen for mixing shall be as arrived from mix design, provided in no case it

shall be less than 4.0% for Grade I and 4.5% for Grade II by wt. of total mix as binder by

batch mix type hot-mix plant and laying by sensor paver finisher including consolidation by

rollers as specified including providing and operating plant, sensor paver and machinery, cost

of fuel, oil lubricant and labour charges, tests required to be carried out including cost of

aggregate and filler (if found required as per mix design) etc complete (But including cost of

providing bitumen)

42 Providing and casting RCC in minimum M-40 controlled concrete Crash Barriers as per

detailed drawings including necessary scaffolding, centering, formwork, mixing in machine,

transporting, placing, compacting, finishing, curing, etc. complete including providing and

fixing of inserts if any with all leads and lifts as per drawing & specification and as directed by

Engineer, excluding reinforcement.

43 Providing and casting in situ-controlled cement concrete M-30 for R.C.C. pier protection

periphery wall as per drawings including centering shuttering, scaffolding where necessary,

laying vibrating, curing, and finishing complete.

44 Providing and Casting in situ-controlled cement concrete M 30 for R.C.C. Approach Slab

including centering, scaffolding, curing, and finishing complete.

45 Providing and fixing in position (Thermo mechanically Treated bars) TMT Fe-550D CRS

reinforcing bars of various diameters for the above all RCC works as per detailed designs and

drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG GI

wires with cost of all labour, materials, tools, plants, equipments, supporting as required with

all lifts and leads etc. all complete as per specification and as directed by Engineer. (Approach

slab, Crash barrier, Pier Protection Wall)

46 Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. SD/303

including grating with suitable clean out fixtures including all leads and lifts etc. complete as

per specification, design & drawings and as directed by Engineer.

47 Providing, laying and jointing in true line and level 160 diameter U.P.V.C (Type B)

conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, &

fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe

shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 160 mm diameter x 210 mm length x 196 mm height at every 2000 mm

center to center or shall be concealed in walls as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent

cement including cost of all materials.

48 Providing and laying Mineral Water proofing Membrane 4mm - SUPER SHIELD BRIDGE

PROTEK (App Membrane for bridge decks polyester and FG reinfoeced ), Include water-

based primer (SUPER PRIMER) Including Gas Torching, overlapping of membrane for

complete scope of work including all requisite material,consumables and service.

SECTION - 4 : APPROCHES & AMENITIES

49 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M250 grade concretE as per approved design and

including excavation for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

50 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminium composite Panel); size 244x122 cms. rectangular as per design

of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.

Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular

MS Pipe as required and frame fabricated from suitable size iron angle of 50x50x5mm;

painted with best quality epoxy coatings in black and white bends. The details of symbol for

each board shall be as per the instruction of engineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.

complete under the supervision of engineer in charge. A warranty for 7 years for the Retro

reflective sheeting from original manufacturer & a certified copy of 3-year outdoor exposure

test report from third party test lab for the product offered shall be submitted by contractor.

(B) Class-B Type-4 Retro Reflective sheeting

51 Providing and fixing two M-25 pylons, one at each corner of each of the bridge of approved

architectural design with pedestals to house the granite tablets as per details approved by the

Corporation, including transportation, placing, concreting, reinforcement, etc. complete with

all leads and lifts as per specification and as directed by Engineer.

52 "Regulatory/ Mandatory Signs: - Providing and fixing sign boards made out of 2 mm

aluminium sheet; size 60 cms. diameter circle as per design of IRC 67-1977. Pretreated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post and frame fabricated from suitable size iron angle of

x 35 x 3 mm, 75 x 75 x 6 mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg. including excavation, curing etc. complete under the supervision of engineer in

(B) High Intensity Grade."

53 Cautionary warning sign: - Providing and fixing sign boards made out of 2 mm aluminum

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC 67-2012. Pretreated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post and frame fabricated from suitable size iron angle of

x 35 x 3 mm, 75 x 75 x 6 mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing as site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg. including excavation, curing etc. complete under the supervision of

engineer in charge.

(B) High Intensity Grade.

54 Informatory Signs: - Providing and fixing sign boards made out of 2 mm aluminum sheet; size

80 x 60 cms. rectangle as per design of IRC 67- 2012. Pretreated with phospheting process &

acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1 m long

stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x

mm as required; painted with best quality epoxy coatings in black and white bends. The details

of symbol for each board shall be as per the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg. including excavation,

curing etc. complete under the supervision of engineer in charge. (B) High Intensity Grade.

55 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface

with synthetic enamel paint in all shades on new plastered concrete surfaces) - For inner face

of crash barrier

56 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen

surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding of

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

surface applied glass beads as per IRC: 35-2015. The finished surface to be levelled, uniform

and free from streaks and holes. Zebra patta/bump patta lane/centre line/edge line/cut patta.

The white colour marking should provide luminance coefficient on cemented road shall be

130 mcd / m2 / lux and asphalt roads shall be minimum 100 130 mcd / m2 / lux during the

service life during the day time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in the section - 15 of

57 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers

made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic

lens (No Glass bead lens) capable of providing total internal reflection of the light entering the

lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H

and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97

– DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base

shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to

be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to

go inside, without nails and using epoxy resin-based adhesive as per manufacturer’s

recommendation and the colour of the marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

58 Providing Supplying and fixing Solar Raised Pavement Markers made of polycarbonate

molded body with circular shape, solar powered, LED self illumination in active mode,

degree illumination and reflective panels with micro prismatic lens capable of providing total

internal reflection of the light entering the lens face in passive mode. The marker shall support

a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to

dust and water ingress according to IP 68 standards and should withstand temperatures in the

range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per

requirement and typical frequency of blinking is 1 Hz. there should be current losses of less

than 20 micro amperes at 2.4 V in sleep-charging mode to enhance for a minimum autonomy

of 50 hours. The height, width and length of the marker shall not be less than 10mm x 100 mm

x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm

respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by

drilling holes on the road for the shanks to go inside, without nails and using epoxy resin

based adhesive as per manufacture's recommendation and complete as directed by the

engineer.(3M or Equivalent)

59 Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to

IS:14930-II) of 63mm O.D. with fittings and necessary connecting accessories of same

material at required depth for laying cable below footpath slab etc. complete as per

specification and as directed by Engineer two rows in each crash barrier, 1 for power, 1 for

smart pole cable.

60 Providing and laying Asphalt painting on B.T. surface immediately after work complete with

all respect using bitumen grade (VG-40) @ rate of 5 kg/10 smt by Mechanical sprayer and

spreading the stone dust on prepared surface at the rate of 0.03 cum/10 smt. and rolling with

smooth wheeled and pneumatic roller and brushing etc. complete.

61 Providing, fabricating and fixing in position Gantry / other elements from Structural steel

sections such as ISMB, ISMC,ISHB, any rolled section, hollow section, any type of plate etc.

The rate to be inclusive of all charges such as loading, unloading, transporting, cost of

fabrication, erection, all accessories to be used for connection, anti corrosive primer and paint

of approved make/ shade and cleaning works, nclusive of all taxes to be installed.

62 Providing and fixing marble slab including engraving and painting complete. (i) Size 75cm x

63 Earthwork for embankment including breaking clods, dressing with all lead and lift and

including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry

density including filling the depression which occur during the process using (...)

64 Providing and laying Granular Subbase (drainage layer) conforming to grading V of Table

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

400-1 of compacted thickness of 200 mm with specified graded stone metal and sand mixed

in pugmill and laid with mechanical means spreading with motor grader and compacting with

vibratory roller having minimum 80-100 kN static weight to achieve desired density of 98% of

MDD including all materials, labour, machinery with all leads and lifts etc., complete.

65 Providing and laying 250mm thick Wet Mix Macadam with paver finisher in specified

thickness, each layer not exceeding 250mm compacted thickness including premixing in

WMM plant with well graded crushed stone aggregate, with watering and spreading by

mechanical means to required profile and compacting by vibratory roller of minimum80-100

kN static weight to achieve desired density of 98% of MDD including all material, labour,

machinery with all leads and lifts etc.

66 Supplying and applying Slow Setting-1 (SS-I) bitumen emulsion confirming to IS 8887, for

application of prime coat over Wet Mix Macadam at the rate of 0.85 kg per Sq. Meter area,

including all materials, labour, machinery, test with all leads and lifts etc., complete as per

details in tender specification & as directed by engineer in charge.

67 Providing Supplying & Fixing Jumbo Swiss type traffic bollard made out of 1.5mm thick

CRC sheet in conical shape having 188cms, bottom dia 30cms, top dia 22cms, with top

circular direction plate of 30cms dia for arrow fabricated as per attached drawing and coated

with black epoxy powder coating and Retro reflector is edthree yellow strip 15cms wide and

arrow Micro Prismatic grade sheeting as per ASTM 4956-09 Type-XI Fixing with cement

concrete M-25 grade, Foundation size 30cm*30cm*35cm as per the instruction of Engineer in

68 Chevron sign :-Providing and fixing sign boards made out of 1.5mmaluminium sheet / 3mm

ACP (Aluminum composite Panel); size60x50 cm as per design of IRC-67-2012. Pre treated

withphospheting process & acid etching; coated with one coat of epoxyprimer and two coats

of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting

of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of

75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size

iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white

bends. the details of symbol or inscription / numerals for each board shall be as per the

instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for each leg.including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the Retro reflective sheeting from originaa

manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (A) Class-C Type- 11 Retro

Reflective sheeting

69 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200 grade concret as per approved design and

including excavation for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

70 Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm

(Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium

weightsteel channels (ISMC series) 100 m mm x 50 mm, 1.2 metres high above ground, 2 m

centre to centre, metre 2544.00 2544.00

complete as per approved drawings)

71 Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base

over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of

coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/

cum, optimum moisture content to be determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site,

laid with a paver with electronicsensor, compacting with 8-10 tonnes vibratory roller, finishing

72 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement

concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse

and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid

with a fixed form or slip form paver, spread, compacted and finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal joints, joint filler,

separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod,

admixtures as approved, curing compound, finishing to lines and grades as per drawing )

73 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms. Octagonal as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade

retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality

epoxy coatings in black and white bends. The details of symbol for each board shall be as per

the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of

engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab

for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective

74 Providing and fixing MS Anchor Plates of size 250 x 250 x 6mm thick along with 4 Nos. of

mm dia., 600 mm lone GI "J" Type bolts with suitable size of GI Nuts & washer with one coat

of Red Oxide and two coats of Bituminous Black Paint and fixing on Crash Barrier / Parapet

including necessary erection, labour, equipments, welding / drilling, grouting / fixing of plates

as per specifications and as directed by the engineer incharge.

SECTION - 5 : GROUND WATER RECHARGE BOREWELL

75 Drilling 300 mm diameter borewell in all types of strata up to required depth including cost of

bentonite powder, carting rings, cutter, other required materials, labour charges etc. complete.

The drilling shall be done by mud flushed rotary equipment and bore holes should withstand at

least till completion of subsequent activities like assembly jointing, lowering of casing /

strainer pipes, gravels packing, yield testing etc, complete up to required depth as shown in

drawing and directed by engineer –in- charge.

76 Cleaning of existing unusable / non- working borewell by applying air compressor of capacity

not less than 900 CFM/200 PSI for minimum one hours or up to the availability of sand free

discharge whichever is later including all labour charges and hire charges of compressor and

other equipment etc. complete as directed by engineer-in- charge.

77 Excavation for foundation in and all kinds of soil including levelling and ramming the bottom

of trenches and foundation pits, shoring, strutting, dewatering if required, slush removing,

filling the sides up to original ground level for rectangular chamber and trench.

78 Providing and laying Cement Concrete nominal mix 1:3:6 (1 cement: 3 coarse

sand: 6 hand broken stone aggregate 20mm nominal size) and curing complete including cost

of form work as per drawing in chamber etc. complete.

79 Providing & laying Fly ash Brick masonry having crushing strength not less than

kg/sq.cm. 1:6 (1 cement: 6 fine sand) with scaffolding, watering, curing etc. complete with all

labours and materials various area as directed by Engineer-in- charge. Upto G.L/P.L.

80 Providing 10mm thick Cement Plaster in single coat on brick/concrete walls far interior

plastering up to Floor two level and finished even and smooth in cement mortar 1:3 (1 cement:

3 sand) various area as directed by in charge.

81 Supplying and fixing 100 mm dia. standard PVC pipe of one meter length of

approved Quality (Prince, Supreme, Finolex) with ISI mark, including a perforated portion

surrounding wire mesh extended upto half the length of filter chamber, jali at the end in filter

chamber and fitting of outside end with casing pipe of borewell including excavation,

filling of earth, plumbing, fittings, clamping etc, complete to divert the water from filter

chamber to borewell as shown in drawing and directed by engineer –in- charge.

82 Supplying and filling clean best quality of well- sorted sand having size 1 mm to

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

mm in layer of required thickness in filter chamber as per drawing and as directed by

Engineer –in- charge.

83 Supplying and filling clean best quality of well sorted - “SEVALIYA" sorted pea gravel

having size 6 mm to 10 mm in layer of required thickness in filter chamber as per drawing

and as directed by Engineer – in – charge.

84 Supplying and filling clean best quality of well- sorted brick bats having size 50 mm to

150 mm in layer of required thickness in filter chamber as per drawing and as directed by

Engineer –in- charge.

85 Supplying and fixing a display board of size 450 mm x 300 mm or higher, near the recharge

system or on outer side of one wall of filter chamber with letters written “GROUNDWATER

RECHARGE SYSTEM”.

86 Supplying and fixing of a cover made up of 2 mm thick Poly Carbonate sheet on painted Mild

Steel square frame as shown in drawings over filter chamber including all materials, fittings

and labour charges etc, but excluding the cost of Steel frame and steel angle. The fixing of

cover over walls should have arrangement of removing it from the wall for cleaning of filter

chamber and re-fixing again from time to time as shown in drawing and directed by engineer –

87 Supplying and fixing 100 mm dia. Standard PVC pipe of approved Quality (Prince, Supreme,

Finolex) with ISI mark, of required length including nylon mesh filter bag 100 x

500 mm fitted on inside end of pipe including materials, fittings, clamping, plumbing etc,

complete to keep away debris from roof top water entering into the filter chamber as shown in

drawing and directed by engineer – in – charge.

88 Providing, Supplying, fixing in bore hole 150 mm dia 6 Kg/cm2 P.V.C Pipe of approved

Quality (Prince, Supreme, Finolex) with ISI mark, in borewell / filter chamber, including

mm x 75 mm vertical perforations with spacing of 4 to 5 mm (or equivalent standard

openings) in necessary lengths and necessary fittings and as per site situation and as directed

by engineer – in – charge.

89 Supplying and filling clean best quality of well-sorted "SEVALIYA" pea gravel having

size 4 mm to 6 mm surrounding casing pipe in borewell as per drawing and as directed by

Engineer – in – charge

90 Providing, fixing and binding SS-304 Hexagonal wire mesh surrounding the perforated

casing pipe in filter chamber as directed by Engineer –in- charge.

91 Providing, supplying and fixing 100 mm dia. 6 kg / cm2 standard PVC pipe with ISI mark, in

brick masonry wall with jali at outside of wall and nylon mesh filter bag 100 x 500 mm fitted

on inside end of pipe including plumbing, fittings, clamping etc, complete to keep away debris

from surface runoff entering into the filter chamber as shown in drawing and directed by

Engineer –in- charge.

92 Demolition including stacking of serviceable materials and Disposal of unserviceable

materials with lead and lift (a) unreinforced cement concrete

93 Demolition including stacking of serviceable materials and Disposal of unserviceable

materials with lead and lift (b) Brick work (Cement mortar)

94 Annual pre-monsoon maintenance - cleaning, replacing of gravel sand filter media,

flushing with water etc. complete as per site situation and directed by Engineering-in-charge.

95 Steel work, welded in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of red lead paint. (A) In beams and joists,

channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams.

Hip and jack rafters, purlins connected to common rafters and directed by Engineering-in-

96 Supplying and fixing 100 mm dia. Standard PVC Valve of approved Quality with ISI mark,

including materials, fittings, clamping, plumbing etc, complete to as shown in drawing and

directed by Engineer – in – charge.

SECTION - 6 NEW BRTS BUS STOP AT KARGIL JUNCTION

A SITE CLEARANCE AND DISMANTLING

97 Providing and installation of barricades including supplying, painting with fluorescent paint

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

and fixing 1.25mm th. M.S. CRC Plates with MS Channel ISMC 100 x 50 mm of 1.8m height

and M.S. angle 50 x 50 x 5 mm at 2.5m c/c and dismantling the same after completion of work

as directed by Engineer and as per site requirements.

98 Reuse and shifting of barricades (Item No.1.00) same as per requirement during construction

period and dismantling the same after completion of work as directed by Engineer and as per

site requirement.

99 Providing, fixing and maintiaining the blinkers at site during construction period as directed

by Engineer-in-charge.

100 Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high,

filled with earth for stability, painted in circumferential strips of alternate black and white

mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001.

B KERB AND PAINTING

101 Providing and fixing C.C.M-20 grade pre-cast finished surface kerb stones of approved design

including the cost of form work rubber mould (as directed by engineer incharge),curing

etc.complete.The rate shall also include for erecting and fixing the pieces in position with

necessary equipments and materials and include the flush pointing in CM1:2) for all joints of

the kerb stones. (Sample must be approved) (A) 200(L)*315(H)*250(Thick) precast vacumm

press kerb stone (Type A) (Railing)

101a Providing and fixing C.C.M-20 grade pre-cast finished surface kerb stones of approved design

including the cost of form work rubber mould (as directed by engineer incharge),curing

etc.complete.The rate shall also include for erecting and fixing the pieces in position with

necessary equipments and materials and include the flush pointing in CM1:2) for all joints of

the kerb stones. (Sample must be approved) (B) 250(L)*290(H)*200(Thick) precast vacumm

press kerb stone (Type D) (Near Bus stop access)

102 Painting with synthetic enamel paint on kerb in urban areas and junction etc.complete as per

technical specification and as directed by Engineer in charge.

C ROAD MARKING AND OTHER APPURTENANCES

103 Pavement marking with hot applied thermoplastic paints of 2.5mm thickness including

reflectorising glassbeads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface

applied glass beads as per IRC:35. The finished surface to be level, uniforom and free from

streaks & hoels (A) Lane/centreline/edgeline/transverse marking/parking plot and any other

104 Pavement marking with hot applied thermoplastic paints of 2.5mm thickness including

reflectorising glassbeads @ 250gms per sqm area, thickness of 2.5mm is exclusive of surface

applied glass beads as per IRC:35. The finished surface to be level, uniforom and free from

streaks & hoels (B) Directional Arrows, lettering etc. as per Drg.No.61 of MoRT&H Type

“Design for Inter-sections on National Highways”. (i) RM-13

104b (iii) RM 16 &

104d (v) Lettering

104e (vii) Diagonal Marking

104f (viii) Pedestrian crossing

105 Providing and fixing Raised Pavement Marker (Cats Eye, Road Stud) complying ASTM

D4280 type "H" specifications, made of high strength engineering Plastic Body having at least

13635 kgs load bearing capacity in accordance with ASTM D 4280. The reflective raised

pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-

DO.III and Size or marker 9 cms x 10 cms x 1.6 cm, fitted with electronically welded tough

polycarbonate micro prismatic reflective panels having not less than 13 sq.cms surface area of

each side having long distance visibility at night and in wet weather condition. The slope or

retro – reflectory surfaceshall be 35 + 5 degree to base. Each reflector shall have a CIL not

less than values specified in table 1 of MORTH circular dated 11.6.97 respectively. The body

of the marker having finger grip for easy and accurate placement fitted with two number

polymer shanks to anchor the marker with the road for avoiding dislocation of the marker

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

where the road is bleeding or made with softer grade of bitumen and application with adhesive

on Asphalt road. The Clause 804 of “Specifications for Roads And Bridge Works” (Fifth

Revision) by the Ministry of Road Transport & Highways (MoRTH) and ASTM 4280-04 shall

106 Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate molded body

with circular shape, solar powered, LED self illumination in active mode, 360 degree

illumination and reflective panels with micro prismatic lens capable of providing total internal

reflection of the light entering the lens face in passive mode. The marker shall support a load

of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and

water ingress according to IP 65 standards and should withstand temperatures in the range of

C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and

typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-

amperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge

should provide for a minimum autonomy of 50 hours. The height, width and length of the

marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the

marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed

0.5 Kilograms. Pavement: Fixing will be by anchorage on the road surface for the shanks to go

inside (or) as per manufacturer's recommended methodology without any damage to the road

surface and strength, without nails and using epoxy resin based adhesive as per manufacturer’s

recommendation and complete as directed by the engineer. The Clause 804 of “Specifications

for Roads And Bridge Works” (Fifth Revision) by the Ministry of Road Transport &

Highways (MoRTH) and ASTM 4280-04 shall be referred.

107 Providing Supplying & Fixing jumbo swiss type traffic bollard made out of 1.5 mm thick CRC

sheet in conical shape having 188cms, bottom dia 30cms, top dia 22cms, with top circular

direction plate of 30cms dia for arrow fabricated as per attached drawing and coated with

black epoxy powder coating and Retro reflectorised three yellow strip 15cms wide and arrow

Micro Prismatic grade sheeting as per ASTM 4956-09 Type-XI Fixing with cement concrete

M-25 grade, Foundation size 30cm*30cm*35cm as per the instruction of Engineer in charge.

108 Providing ,supplying & fixing of flexible median marker (FMM) from a combination of tough,

high impact resistant engineering thermoplastic material with U shape structure having

rebound /bounce back property having overall height width and body thickness not less

than181 mm 120mm and 6.5 respectively the flurescent yellow reflective sheeting meeting

ASTM D4956 type-XI specification, in the FMM helps to highlight the medians and increase

the visibility during the night . the FMM should have integrated shank having depth of min

30mm and dia min 20mm fixed by drilling a hole on the kerb for the shanks to go inside,

without nails and using epoxy resn based adhesive as per manufacture"s recommemdation and

complete as directed by engineer in chargeBody made from thermoplastic & fluorescent retro

reflective sheeting. as per the instruction of engineer in charge

D STREET SIGNAGE AND FURNITURE

109 Fabricating and fixing in position MS railing using structural steel TATA (or equivalent)

sections of YST 310 grade using hollow box sections, plates, angles, tees, pipes, MS square

polished bars etc as per designs with cast in situ RCC foundation blocks of 350mm dia and

600mm depth each in M25 grade concrete over a bedding of 150mm thick PCC in 1:4:8

including excavation upto desired depths. The rates shall include for all kinds of welding, nut

bolting, anchor bolting and grouting the bolts using non-shrink cementitious grouts of Sika or

Fosroc make or equivalent. The contractor shall be responsible in erecting the railing assembly

in the desired line, level and alignment. The railing shall be firmly fixed to the foundation

concrete blocks and shall be in place once fixed. The rates shall include for excavation, PCC

works, and cast in situ RCC foundations in M25 grades, marking of foundation pits, placing

the same in alignment of the road as directed by the Engineer in charge and as per the designs

of the consultants. No extra payment shall be made for grouting that has to be done under the

base plates to get full bearing on the supporting sub strata. The rates shall include for all kinds

of erecting equipments like cranes, jacks , chain pulleys etc required and all kinds of

scaffolding. The rates shall be inclusive of applying of Duco make or equivalent putty and

Duco (or equivalent) metallic paint of approved shade and colour. The paint shall be spray

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

painted in three coats to get an even look over a coat of zinc chromate anticorrosive paint as

per the instructions of the consultant/engineer in charge. The rates shall also be inclusive of

screws, bolts, nuts, washers, hinges, pivots, locks, ball catches of approved make , handles,

anchor fasteners etc. The curved members shall be bent without any kinks or deformations and

only on bending machines in fabrication factories. All necessary dyes to be made for the same.

The rates are inclusive of all the above. Rates shall be inclusive of 3 coats of enamel painting

on the MS railing kerbing of approved colour shades of Asian, Dulux, Berger, Nerolac make.

109a Fabricating and erecting in position three directional signage made from YST 310 TATA

(orequivalent) sections using MS hollow box sections, MS pipes, 2mm thick aluminium sheet,

MS round bars etc as per designs and painting the same using a coat of anti-corrosive zinc

chromte paint and three coats of synthetic enamel paint sprayed using a compressor spray

machine. The retro reflective directional signages of 3M (or equivalent) Type XI grade make

as per the norms of IRC with appropriate directional siganage information shall be stuck in

line and level on the 2mm thick MS sheets firmly and without any crease or peeling. The

signage shall be fabricated exactly as per the designs of the consultants and shall be firmly

fixed in positions as directed. The rates shall include for all kinds of excavation, M25 grade

RCC work and reinforcement work required for making the foundations for the signages. The

rates shall also include for all kinds of welding,rivetting, nut bolting, erection equipments,

tools and tackles, all kinds of mechanized equipments and tools, all material and labour and

supporting arrangement. The signage shall be erected in correct line, level and plumb and in

correct positions. - as per drwg no - MISC 07,08. The 2mm thick MS sheets shall be bent

proper in bending machines only and shall have a proper curvature.

110 Fabricating and erecting in position Uni-directional signage made from YST 310 TATA (or

equivalent) sections using MS hollow box sections, MS pipes, 2mm thick aluminium sheet,

MS round bars etc as per designs and painting the same using a coat of anti-corrosive zinc

chromte paint and three coats of synthetic enamel paint sprayed using a compressor spray

machine. The retro reflective directional signages of 3M (or equivalent) Type XI grade make

as per the norms of IRC with appropriate directional siganage information shall be stuck in

line and level on the 2mm thick MS sheets firmly and without any crease or peeling. The

signage shall be fabricated exactly as per the designs of the consultants and shall be firmly

fixed in positions as directed. The rates shall include for all kinds of excavation, M25 grade

RCC work and reinforcement work required for making the foundations for the signages. The

rates shall also include for all kinds of welding,rivetting, nut bolting, erection equipments,

tools and tackles, all kinds of mechanized equipments and tools

111 Informatory Signs :- Providing and fixing sign boards made out of 2 mm aluminium sheet;

size 80 x 60 cms. rectangle as per design of IRC 67-1977. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications;

3.1 m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm,

x 75 x 6 mm as required; painted with best quality epoxy coatings in black and white bends.

The details of symbol for each board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc. complete under the supervision of engineer in charge. (B) High

Intensity Grade.

112 Cautionary warning sign :- Providing and fixing sign boards made out of 2 mm aluminium

sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC 67-1977. Pre treated

with phospheting process & acid etching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with retro refiectivesheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post and frame fabricated from suitable size iron angle of

x 35 x 3 mm, 75 x 75 x 6 mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing as site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg.including excavation, curing etc. complete under the supervision of engineer in

charge. (B) High IntensityGrade.

113 Regulatory/ Mandatory Signs :- Providing and fixing sign boards made out of 2 mm

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

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E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

aluminium sheet; size 60 cms. diameter circle as per design of IRC 67-1977. Pre treated with

phospheting process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1 m long stand post and frame fabricated from suitable size iron angle of

x 35 x 3 mm, 75 x 75 x 6 mm as required; painted with best quality epoxy coatings in black

and white bends. The details of symbol for each board shall be as per the instruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg. including excavation, curing etc. complete under the supervision of engineer in

charge. (B) High Intensity Grade.

114 (ii) Octagon 900 mm height (for “STOP”)

115 Providing and fixing of powder coating black matt finished MS pipe bollards made from

100mm O..D. & 7.5mm thick MS pipe, having length of 1050mm, 3mm deep 25mm wide

groove covered by 25mm wide white retro reflective strips, hollow section shall be filled with

cement concrete inclusive of excavation, fixing, refilling of excavated material, grouting with

cement concrete and anchor bar, removal of debris etc as directed by Eng. in charge. (Sample

must be approved.)

116 Excavation in all kinds of soil, wet or dry (such as yellow murrum, hard murrum/gravel, soft

rock or mixture of any kind, etc.) in loose and slushy condition, for depths as required from

existing ground level or approved strata for foundations, trenches, pits, rafts of walls, plinths,

area levelling, etc.; including disposing off surplus excavated material within lead of 50mtr. as

per direction of the consultant/site engineer at approved location; if required dewatering by

bailing by pumping out rain and surface run off water to keep the site dry at all times until

completion of work; making temporary stepping/sloping and working space is provided as per

IS 1200 including trimming, dressing of sides, leveling or grading,cleaning, removing and

excavating loose pockets and consolidating and compacting them by back filling to achieve

95% proctor density at optimum moisture content as directed by the consultant/site engineer

all complete to his entire satisfaction using all necessary mechinized tools. Rates are inclusive

of lead and lift. (For Depth upto 1.5m)

117 Filling of earth (excluding rock) for making up levels such as for plinths, trenches, sides of

foundations or for raising ground levels for landscaping, behind retaining walls, levelling

under structures, etc. as per final formation levels, with approved quality soil in layers not

exceeding 200mm in deopth, breaking clods, watering, compacting each layer with vibrator

compactor or roller and at inaccessible places with wooden/steel rammers to achieve 95%

proctor density at optimum moisture content; dressing up filling; required dewatering by

bailing/pumping out of water to keep site dry while back filling etc. lead upto 2kms. and lift

upto 1.5m complete as per direction of the consultant/site engineer to his entire satisfaction. -

Available Earth

117a earth brought from outside

117b Filling with sand under floors including watering ramming, consoldating and dressing etc.

118 Supplying approved chemical emulsion in sealed containers including delivery as specified in

concentration as per recommendation of manufacturer, diluting and injecting chemical

emulsion for pre construction and post construction chemical anti-termite treatment of Gujarat

Pesticides, Meghmani organics, Bayer Corp. SC or equivalent make as per IS 6313 1971 that

shall create a chemical barrier under and around the foundation pits and trenches, below

plinth, under floor back filling, along external perimeter of building, surrounding pipes,

conduits, etc. all complete using chemicals Aldrin 0.5EC/ Dioldrin ).5EC/ Heptachlor ).5 EC/

Chirodon 1. DEC spraying by hand pump etc and making holes where directed confirming to

specifications and as per approved manufacturer’s instructions and recommendation, and

installed by manufacturer’s approved agency with a guarantee of 10 years, all to the

satisfaction of the Engineer in charge. (Plinth area in plan at ground floor level shall only be

measured for payment.)

119 Boring holes upto 3.5mt. Depth in all kinds of soil (for cast in situ piles) and getting out soil

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

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E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

and disposal of the surplus excavated soil as directed within a lead of 50m for 300mm

diameter piles including Bentonite slurry iff necessary confirming to IS codes. The rate to

include any equipment that may be required incase the boring has to be done mechanically.

120 Extra for under reaming of bulb with 750mm dia inside the bore holes for under reamed piles

of 300mm diameter as per drawing confirming to IS codes.

121 Providing and laying of Cement Concrete 1:4:8 (1 cement : 4 Sand : 8 Hand broken stone

aggregate 40 mm nominal size) and curing complete excluding cost of formwork in

122 Providing and laying Cement Concrete 1:3:6 (1 cement:3 sand:6 hand broken stone aggregate

40mm nominal size) and curing complete excluding cost of form work in Foundation

123 Providing and laying in position machine batched and machine mixed M20 grade controlled

reinforced cement concrete (RCC) for concrete in sub and super structure at all floors for

footings, coping, rafts,piles, stub columns, columns, plinth beams, beams, slabs, walls, stair

waistslabs, stair landing-midlandings, lintels, canitlevers, RCC pardi walls etc. using 20mm

nominal size well graded approved quality aggregate as per approved design mix minimum

cement content as per IS 456:2000 including the cost of centering, shuttering, bonding agent to

bond new and old concrete surface and vibrating/compacting, curing, scaffolding, establishing

approved dewatering system to keep site dry all time, cleaning, preparing surfaces, junctions,

pressure grouting joints, if required, hacking closely, etc., the rate shall include groove cutting

as per architectural drawings and providing recesses, drip mould to slabs, walls, columns,

openings, sleeves in slabs, construction joints, sunk slabs, cantilevered slabs, etc. to required

shapes, size and slope. Basic rate of cement Rs.225 per bag. - Slab Concreting

123a b. RCC wall concreting

123b c. RCC foundations, rafts and mass concreting, piles, ground beam etc

123c d. RCC beams, lintels, copings

123d e. RCC ledges and seats

123e Do as item no. 123 and extra for M25 grade reinforcement concrete excluding formwork.

123f extra for doing item 123 in M30 grade concrete instead of M20

124 Providing, straightening, cutting, bending and binding in position of TMT bars conforming to

IS 1786 with Fy=415 N/Sq mm conforming to IS, to correct shape and size as per detailed

drawings, specifications and approved bar bending schedules, in substructure footings, rafts,

walls, columns, slabs, beams, etc.; with correct size PVC cover blocks of same grade of

concrete and binding wire of 18 gauge including dewatering to keep site dry etc. complete to

the satisfaction of the consultant/site engineer.

F Brick work and Plastering

125 10 mm thick cement plaster in single coat on brick/ RCC wall far interior plaster up to two

floor level and finished even and smooth 1) cement mortar 1:3 (1 cement:3 Sand)

126 Preparing surface, providing and applying 30mm thick aggregate plaster in 1:4 base coat even

& smooth coats for external surfaces including adding of waterproofing compound of Sika,

Fosroc, CICO or equivalent as per manufacturers instructions, necessary scaffolding (double

legged) without making holes in walls, making surface rough, curing, making sharp and clear

grooves, drip moulds, patta - patti, zari filling in between joints of brick and RCC surfaces by

raking up the joint and preparing joints by pointing / grouting square crushed aggregates as per

design and details as directed and to the satisfaction of the Engineer in Charge etc. complete at

all levels. The rates shall include for applying of Zycoseal or any other weatherproof

transparent coating of approved make on the aggregate plastered surface. The item includes

base coats of rough plaster including grooves as per details / design / pattern provided by the

127 Providing and laying cement concrete flooring 1:2:4 (1 cement :2 coarse aggregate : 4 graded

stone aggregate 20 mm nominal size) laid In one layer finished with a floating coat of neat

cement. 40 mm thick

G Paving Flooring Finishing and Cladding

128 Providing and laying in position 30mm thick well dressed River finish rough Green Kota stone

in flooring, benches and skirting of 75mm flushed with wall plaster surface etc, (including

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

chipping and chasing in wall) of required size and pattern as per drawings and details over

20mm thick bedding of cement mortar 1:5 and jointed with grey cement slurry mixed with

pigment to match the shade of the stone slab including rubbing and edge polishing, tools and

tackles complete at all levels as directed to the satisfaction of the Engineer in charge. Rates

inclusive of cleaning with water and oxalic acid. River finishing of the kota stones shall be

done only by experts using execllent quality Du pont make or equivalent abrasives and wire

brush of different numbers at factory level before bringing the same to site. The kota stone

surface shall not have any kind of protruding layers on its surface and shall have a more or less

even kind of granular rough texture and shall be non-slippery. Samples shall be approved well

in advance prior to use. The rates shall

be inclusive of river finishing process and no extra shall be paid for samples given for

approvals. The exposed edge of the stone shall be of uniform thickness and polished with

providing groovesas per design drawings.

129 Do same as item 128 but extra for epoxy grout of Bal Endura, laticrete or equivalent make.

Rates shall be measured for plan area only

130 Providing and fixing approved quality H.R. Johnson, Euro make or equivalent vitrified

porcelin body textured warning (tactile) floor tiles of size 300 x 300 x 10mm laid over bedding

mortar of 50mm thick in 1:5 ratio.(1 cement : 5 sand) of required size and pattern as per

drawings and details. The joints shall be well jointed using grey cement slurry mixed with

pigments to match the shade of tile including rubbing and cleaning of tiles with water or oxalic

acid (if directed). The rate shall be inclusive of tools, tackles etc complete at all levels and laid

to desired slopes and levels. The rates shall include for applying of Zycoseal or any other

weatherproof transparent coating of approved make on flooring surfaces. - Tac Dots

130a b) Tac liners

131 Providing and laying broken 8mm thick white glazed China mosaic flooring for plain and

curved surfaces on terraces, floors, balconies, roofs, wall cladding, dado etc comprising of

12mm to 20mm size broken pieces of ceramic/ glazed tiles, laid over cement mortar 1:

bedding on plain or sloped surfaces. The flooring shall be tamped to bring the cement mortar

cream upto the surface, including rounding of junctions and extending them to dado along the

parapet/ wall.The rate shall include bands, if different color is used, any pattern or design as

per drawing and direction, finishing with white cement with joints as small as possible and the

tiles placed in radial manner, curing, cleaning with water and oxalic acid, etc complete at all

levels, as directed and to satisfaction to the engineer in charge. Rate shall include all tools,

tackles, machines, necessary scaffolding, adding of waterproofing material as recommended in

the bedding mortar by the Engineer in charge. Exposed edges to be made in line and level.

Rates are including of Brickbat work for mainting the slope.

132 Providing and laying integral cement based water proofing treatment including preparation of

surface as required for treatment of roofs, balconies, terraces etc. consisting of following

operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of

cement admixed with proprietary water proofing compound comforming to IS:2645 over the

R.C.C. slab including cleaning the surface before tratment. (b) Laying cement concrete using

broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar 1:5 (1 Cement :

Coarse sand) admixed with proprietary water proofing compound conforming to IS:2645

,brick bats is finally covered by jointless cement plaster 20mm th. in C.M. 1:4 added with

special water proofing compound confirming to IS:2645 & top smooth finished with trowel

with false chequered marking of 300 mm.size.The treatment is carried along the vertical

surface of the parapet & other adjoining wall up to height of about 300 mm in a shape of

quarter round vata Incl. curing etc. Comp. With average thickness of 120 mm and minimum

thickness at khurra as 65 mm. NOTE :- (1) The whole work is to be executed through

specialized agency with a guarantee of 10 (Ten) years given on a prescribed proforma duly

stamped (2) The rate shall include for work at all floors & conducting water proof test as

directed. (M.R.)

133 Providing and laying polshed kota stone slabs 25mm thick in risers of steps, dedo and pillars

laid on 10 mm thick cement mortar 1:3 (1 cemen:3 sand) and jointed with gray cement slurry

including rubbing , groove, polsihing and edge polishing making sure that thickness of the

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

stone is consistance and in line and level etc. complete

H Stainless Steel Fabrication Work

134 Providing, fabricating, erecting and placing in position stainless steel pipe sections for making

the railings, hand rails, seat framework, tie rods including cutting, making holes, argon arc

weldin and bolting wherever necessary including accesaries fixing hardware. All welded joints

to be grinded and cleaned and finished as satin finish including buffing. Complete as directed.

All S.S. material to undergo spectro analysis conforming to 304 L M grade. (Only actual

finished measurements will be paid for ;physically measurable after the completion of the

work). All pipes to be non-magnetic. Stainless steel to have minimum of 8% Nickel.

(Jindal/Chowksi/

Ratnamani/Asian make). Any junction with M.S. plate and stiffners, etc to be done with argon

arc welding. Satin finish sample to be approved by the consultant. All grinding and polishing

to be done with uni-directional finishes where polishing must be carried out in the direction of

pattern of the rest of the satin finish surfaces. Pipe to pipe joining to be done with a spigot. a)

63mm dia, 2.5mm th S.S. pipe 3.75 kg per meter

135 Fabricating, moulding, supplying and fixing in position stainless steel flats, weldmesh,

perforated metal sheet, plates, brackets, etc for seat, ticket counter and dustbin, satin finish of

304 L M grade as per detailed drawing and design including argon welding, perforating,

grinding, cutting, moulding, casting, bending and profile laser cutting. cleaning and buffing

complete with all accessaries and hardware including screws, bolts, rivets, washers, hinges,

pivots, locks, handles, anchor fasteners, PVC Bushing etc complete. All S.S. material to

undergo spectro analysis confirming to 304 grade. (Only actual finished measurements

excluding wastage will be paid for). Steel to be used has to be non-magnetic. Satin finish

sample to be approved by the consultant. All grinding and polishing to be done with uni-

directional finishes where polishing must be carried out in the direction of pattern of the rest of

the satin finish surfaces..Pipe to pipe joining to be done with a spigot.

136 Do as 135 but extra for Water jet / laser profile cutting as per desired lettering and logo as per

137 Providing, fabricating, erecting and placing in position Structural stainless steel pipe sections

for making the structural supports, railings, Stainless steel flats, seats, framing etc including

cutting, making holes, argon arc welding and bolting wherever necessary including accesaries

fixing hardware. All welded joints to be grinded and cleaned and finished as satin finish

including buffing. Complete as directed. All S.S. material to undergo spectro analysis

conforming to 304 L grade. (Only actual finished measurements will be paid for ;physically

measurable after the completion of the work). All pipes to be non-magnetic. Stainless steel to

have minimum of 8% Nickel. (Jindal/Chowksi/ Ratnamani/Asian make). Any junction with

M.S. plate and stiffners, etc to be done with argon arc welding. Satin finish sample to be

approved by the consultant. All grinding and polishing to be done with uni-directional finishes

where polishing must be carried out in the direction of pattern of the rest of the satin finish

surfaces. Pipe to pipe joining to be done with a spigot. Contractor shall submit report of testing

of welded sections for 304L grade stainless steel.

I Mild Steel Fabrication and Roof sheeting Work

138 Providing, erecting and fixing in position structural hollow steel sections of Yst 310 grade of

139 Providing, fixing in position, in line and level MS bolts of required dia for column foundation

etc and grouting the same. The bolts shall be firmly placed in position and welded to the

existing steel reinforcement and should be held in place prior to and after concreting of the

member. The rates shall be inclusive of washer plates, nuts, treading, welding if required and

shall be as per the disign drawings and the work shall be executed to the complete satisfaction

of the engineer in charge (A) 20mm dia bolts upto 1.2mt in length

140 Providing and fixing anchor fasterners (HILTI make or equivalent ) with HIT HY

chemical for column/base plates including line and level. Rates shall be inclusive of testing

and providing test results for reinforcement bar pull out test. a) HAS-E M12 x 110/28

140a b) HAS-E M16 x 125/38

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

J PLUMBING AND DRAINAGE WORKS

141 Providing and fixing, to wall, ceiling and floor, approved quality, heavy duty, 6kg/cm2

working pressure UPVC pipes of Supreme, Jain, Astral, Finolex or equivalent, open, for rain

water pipes, soil and waste water, spouts, etc, complete, including jointing with rubbering and

air tight joints, with necessarys specials, couplers, elbow, equal Tees, tail piece, adaptor (both

male and female, reducer (single stage, double stage and triple stage), end cap, fabricated

bend, etc, and lubricant or jointing material, including pressure testing, cutting, making good

the wall, ceiling and floor etc., complete of the following outer diameter (OD) size: 1.

K MISCELLENEOUS WORKS

142 Providing and Sticking Vinyl with eight color eco solvent epson printing or equivalent. The

Vinyl to be of 100 microns 3M media or equivalent with. The vinyl to be laminated by

microns film after the printing and before sticking. The sample of the same needs to be

approved by the consultant. To be stuck in line and level without any crease or bubbles on the

prelaminated board / acrylic sheet using 3M adhesives surface. The graphics shall be provided

by the consultant. The contractor to check the graphic size and the available surface before

printing. The 3M vinly signage shall be stuck firmly on 3mm thick SS 304L grade sheet as per

designs. The sheet shall be firmly fixed using SS 20mm dia studs as per the designs of the

consultants. The contractor shall ensure that the signage sheets are fixed in correct line, level

and plumb. The rates shall be excluding SS sheet but including signage material including

fixing and other related costs like tranportation, electricity etc.

143 Providing and fixing of flex signage with printing for external use and with uniformity so that

the same can be backlit. The flex is to be fixed neatly with adhesive to M.S. frame, stretched

in line and level. The flex to be 15 ounce of LG Media for backlit and printed on vientech

machine. The graphic size is to be cross checked with the area available before printing. The

graphic shall be provided by the consultant.

144 Do as per item 142 & 143 but for backlit purpose to be stuck behind

glass/acrylic/polycarbonate surface with additional white vinyl media as a backing layer.

145 Providing and fixing 8mm thick glass of approved make including toughening, edge diamond

polishing, making necessary holes in glass, supporting system of good quality SS accessories

ofOzone or equivalent make ("D" clamp fittings) and joints to be filled where necessary by

clear structural silicon sealant as per detail drawings and approved by Consultant / Engineer in

146 Providing and fixing in position as per designs 10mm thick toughened glass of required size

with diamond polished edges of Asahi, Modiguard make or equivalent. The glass shall be

firmly fixed to the base surface using structural silicon of Dow Corning or Wacker make. The

contractor shall ensure that the base surface is thoroughly cleaned prior to fixing of glass and

the assembly shall be made completely water tight. The contractor shall check for water

tightness and provide a certificate for the same. The work shall be executed to the complete

satisfaction of the Engineer in charge and the work area shall be made totally clean on

completion of the work.

147 Providing and applying three coats [ first two coats with brush and final coat with roller) of

plastic emulsion paint of approved shade of Asian Paints or equivalent make, on any surfaces,

at all levels and heights to give an even shade including preparing the surface, making it

smooth and even. The paint shall be applied over two coats of cement based putty of JK, Birla

or equivalent make at all levels as directed and to satisfaction of the engineer in charge. Rates

shall also be inclusive of all tools, tackles, brushes, etc and making the area neat and clean by

washing after the work is completed.

148 Providing, making and placing in position drawers, counter tops, supports etc using 12mm

thick waterproof and termite resistant grade commercial plywood of century make or

equivalent, etc as per designs using American Mohagany teak (treated wood to resist fungus

and termite) using specified kind of hardware. Rates shall be inclusive of all kinds of

carpentary labour work, mechanized tools, tackles, material like plywood, laminates of

approved shade 1mm thick, wood, adhesives of Pidilite make or equivalent, all kinds of

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

hardware like locks, nails, screws, hinge, roller channels of powder coated aluminum of

approved make etc. The inner surfaces of drawers shall be stuck with 0.8mm lining laminates

of desired shades of century, boutonica make or equivalent. Rates shall be inclusive of paint

and melamine polising of edge beadings etc complete. The work shall be carried out to the

satisfaction of the Engineer in charge. (for counter top plan area to be measured and for

drawers elevational area of the drawer as per drawing to be measured.

149 Providing and installing in position HDPE synthetic Fiber carry rollers of 100mm dia as per

the design drawings of the Consultant. The rollers shall have seals which are with labyrinth

seal components, non-rubbing polymer seal and attached with dust and water deflectors. The

rollers shall be such that they shall have good rolling during impact and shall not damage the

body of the bus nor shall get damaged during impact and shall act as a protecting mechanism

for the bus and the surface of the bus shelter. The installation of the rollers shall be as per the

instructions of the manufacturers. Samples shall be approved prior to installation. Roller shafts

shall be made of stainless steel and multi labyrinth seals shall be filled with high grade

150 Providing and erecting on site 6mm thick color acrylic sheet with 3 M make Defuser film of

UV resistant type with graphic profile cut in color acrylic. The entire surface to be water proof

and air tight with necessary gaskets. The corners to be properly made. The acrylic to acrylic

joints at the corners to be evenly champhered before sticking. The item to include necessary

hardware to fix the acrylic signage to the MS structure.Do as per Drawing

151 Providing and fixing in position 10mm thick acrylic sheet UV resistant as per designs on ATM

counters for signages. The acrylic sheet shall be firmly screwed to the M.S. members so as to

withstand wind speeds upto 47m/s. The joints of the sheets shall be well champhered and

jointed using silicone sealants of Dow corning or equivalent. The rates shall be inclusive of all

kinds of scaffolding, staging, tools, tackles, hardware and adhesives. The work shall be done

to the complete satisfaction of the Engineer in charge.

152 Do as per 151 but for 8mm thickness

153 Providing , fabricating and placing in position signage light fitting frame made of MS and SS

as per designs of the Consultant. The MS frame shall be applied with a coat of anti corrosive

paint and shall be fixed in plumb and level and welded to the existing reinforcement of the

RCC walls/ celling/pardi/brickwall complete as per detail drawing.

154 Providing , fabricating and placing in position signage light fitting frame made of MS and SS

as per designs of the Consultant. The MS frame shall be applied with a coat of anti corrosive

paint and shall be fixed in plumb and level and welded to the existing reinforcement of the

RCC walls/celling/pardi/brickwall complete as per detail drawing

155 Providing, making and placing in position drawers, counter tops, supports etc using 19mm

thick waterproof and termite resistant grade commercial plywood of century make or

equivalent, etc as per designs using American Mohagany teak (treated wood to resist fungus

and termite) using specified kind of hardware. Rates shall be inclusive of all kinds of

carpentary labour work, mechanized tools, tackles, material like plywood, laminates of

approved shade 1mm thick, wood, adhesives of Pidilite make or equivalent, all kinds of

hardware like locks, nails, screws, hinge, roller channels of powder coated aluminum of

approved make etc. The inner surfaces of drawers shall be stuck with 0.8mm lining laminates

of desired shades of century, boutonica make or equivalent. Rates shall be inclusive of paint

and melamine polising of edge beadings etc complete. The work shall be carried out to the

satisfaction of the Engineer in charge. (for counter top plan area to be measured and for

drawers elevational area of the drawer as per drawing to bemeasured.

L Aluminium works

156 Fabricating, supplying, cutting, bending and fixing aluminium textured or plain sheet

JINDAL/HINDALCO make or equivalent of 3mm/5mm thickness fixed to MS framing with

S.S.screws in counter sunk/ S.S. rivets, S.S washers, necessary accessories and hardware

complete as per detailed drawing and design. (Only finished measurements will be paid for,

M.S. framing shall not be part of this item.) The rate shall include 20 micron annodising of

approved shade. The sheet type will be finalised by the Engineer in charge.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

157 Fabricating, supplying, cutting, bending, fixing and assembling frames etc using aluminium

sections of JINDAL/HINDALCO make or equivalent of thickness and fixed to MS

framing,concrete members etc with S.S.screws in counter sunk/ S.S. rivets, S.S washers, SS

anchor bolts, cleats, hangers etc and other necessary accessories and hardware complete as per

detailed drawing and design. (Only finished measurements will be paid for, M.S. framing shall

not be part of this item.) The rate shall include 20 micron annodising of approved shade. The

sheet type will be finalised by the consultant. The rates shall be inclusive of rubber gaskets

and all other hardware.Cutting and making of framing etc shall be done by experts. The rates

shall be inclusive of all mechanized tools, cutters, bending machine work, grinders etc.

M Site Clearance and Dismantling

158 Dismantling by mechanical/manual means the following including loading, unloading and

disposal of unserviceable material for all lead or as directed by Engineer-in-Charge and

stacking the serviceable material and backfilling the resulting trenches and pits complete. (a)

Fencing/Railing of any type/material

158a Pavement bituminious course of any depth

158c Brick and stone masonary for manholes, foundation, walls etc

158d R.C.C. work for all type of cement concrete. Including road

158e PCC work for all types

158f For any type of flooring including footpath, otta etc.

158g Removal of shrubs

N ELECTRICAL WORKS

159 Wiring for the following light points with 1.5 sq.mm FRLS flexible copper

conductor 1100 volts grade wires of approved make in concealed or surface

mounted 25 mm dia medium guage PVC Conduit including providing and fixing of

amps single pole rocker operated flush mounted switch of approved quality colour make &

design in 2 mm thick GI box and earthing of fixtures and the outlet box with 1.5 sq.mm

PVC insulated copper conductor stranded flexible "FRLS" wire. (a) Primary Light point

controlled by one single way 6 A switch.

159a Primary light point controlled by one SP MCB

159b Secondary light point controlled by same switch / MCB

160 Wiring for the Ceiling Fan points with 1.5 sq.mm FR flexible copper conductor

1100 volts grade wires of approved make in concealed or surface mounted 25 mm

dia medium guage PVC Conduit including providing fan hook box, 6 amps switch and

watts electronic hum free fan regulator of approved quality colour make & design in 2 mm

thick GI box and earthing of fixtures and the outlet box with 1.5 sq.mm PVC

insulated copper conductor stranded flexible "FRLS" wire.

161 Wiring for the 250 volts single phase and neutral 6 amps switched socket outlet with

2.5 sq.mm FRLS flexible copper conductor 1100 volts grade wires of approved

make in concealed or surface mounted 25 mm dia medium guage PVC Conduit including

providing and fixing of 6 amps 5 pin switch socket outlet of approved quality colour make &

design in 2 mm thick GI box and earthing of fixtures and the outlet box with

sq.mm PVC insulated copper conductor stranded flexible "FRLS" wire. (a) One 6 A x 5 pin

250 Volt socket outlet point controlled by one 6 A switch located on board.

161a 6 A x 5 pin 250 Volt switched socket outlet point at convenient location.

162 Wiring for the 250 volts single phase and neutral 16 amps switched socket outlet

with2.5 sq.mm FRLS flexible copper conductor 1100 volts grade wires of approved

make in concealed or surface mounted 25 mm dia medium guage PVC Conduit including

providing and fixing of 16 amps 5 pin switch socket outlet of approved quality colour make &

design in 2 mm thick GI box and earthing of fixtures and the outlet box with

sq.mm PVC insulated copper conductor stranded flexible "FRLS" wire.

162a DO - as 162 but with4 sq.mm wire for phase & Neutral & 2.5 sq. mm for Earthing

162b Do- as 162 but With 20 Amp DP switch and socket at different location

163 Wiring for the UPS / Comp. / Raw Power outlet with 2 nos. of 250 volts single phase

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

and neutral 16 amps switched socket outlet with 4 sq mm x 3 core FRLS Round

flexible copper conductor 1100 volts grade wires of approved make in concealed

or surface mounted Prelaid 25 mm dia medium guage PVC Conduit / Race ways including

providing and fixing of 2 no.s of 16 amps 5 pin switch socket outlet of approved quality

colour make & design in 2 mm thick GI box and earthing of fixtures and the outlet box . (

Maximum 2 nos. of Plugs can be looped in 1 Circuit )

164 Supply and laying of 25 mm rigid PVC pipe of 2 mm thicknes with all necessary accessories

& G.I. Pulling wire

165 Providing and fixing 350 x 350 x 40 mm deep 2 mm thick GI sheet junction box

including providing 3 mm thick stainless steel cover as per specification.

166 Supplying, Fabricating, Installtion, Testing & Commissining of the 2 mm thick CRCA sheet

Steel Powder Coated MS box as per the approved Design with locking Arrangement

167 SITC of 100 x 50 mm UPVC trunking with all necessary accessories like bends, Coupler,

End Caps etc… equivalent to Legrand or OBO Betterman make

168 Supplying and Laying of 2 nos. of 4 sq mm Cu. flexible wires with 1 nos 2.5 sqmm Cu.

flexible wires to be drawn in 25 mm dia Pipe

169 Supplying and Laying of 2 nos. of 2.5 sq mm Cu. flexible wires with 1 nos

sqmm Cu. flexible wires to be drawn in 25 mm dia Pipe

170 Supply & Laying of 1.5 sq mm x 3 core round flexible wire in prelaid pipe / Raceway.

171 Supply & Laying of 2.5 sq mm x 3 core round flexible wires in prelaid pipe / Raceway.

172 SITC of Cat - 6 wire of Legrand make

173 Supply, Erecting, testing and commissioning of only TPN D.B. PPI type with space for

FPMCB as incoming and space for DPELMCB and 16 SPMCB as outgoing per phase (i.e.

tier x 13 way flexy D.B.) of Legrand Make

174 Supply, Erecting, testing and commissioning of only TPN D.B. PPI type with space

for FP ELMCB as incoming and space for 12 SPMCB as outgoing per phase (i.e. 2 tier x

way flexy D.B.) of Legrand Make

175 Supply, Erecting, testing and commissioning of only SPN D.B. PPI type with space

forDP ELMCB as incoming & 4 SPMCB as outgoing per phase (i.e. 8 way D.B.) of

176 6 to 32 A SP MCB

177 6 to 32 A DP MCB

178 40 A DP MCB

179 25 A / 100 mA DP ELMCB

180 32 A / 100 mA DP ELMCB

181 40 A / 100 mA DP ELMCB

182 25 A FP MCB

183 32 A FP MCB

184 40 A FP MCB

185 63 A FP MCB

186 astronomical Dual Channel Timer equivalent to Legrand Make D22 Cat. No.

187 40 Amp DP Dinrail Mouned Contactor Equivalent to Legrand make Cat. No.

188 63 Amp FP Dinrail Mouned Contactor Equivalent to Legrand make Cat. No.

189 Sheet steel enclouser for DP MCB

190 Sheet steel enclouser for FP MCB

191 Supply and Laying of following 1100 volt grade XLPE insulated PVC sheathed

aluminium / Copper conductor armoured cables as per specification in trenches, cable trays,

ducts, over bed of sand, clamped to wall with suitable clamps including, saddles fixing bolts,

connecting testing and commissioning with identification tags at every 10 mtr. & Both

ends. with All the fixing accessories, excavation Back filling & Cable protection with

Bricks as per the drawing ( If required ). (a) 25 sq.mm x 4 c Al. cable

191a 16 sq.mm x 4 c Al. cable

192 SITC of Cable end termination of the following XLPE insulated PVC sheathed

aluminium/copper conductor armoured cables of 1100 volt grade including supplying and

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

fixing of bimettalic Long neck crimping lugs, Brass glands with earthing. (a) 25 / 16 /

sq.mm x 4 c Al. cable

193 Supply, Install, Tesing and commissiong of light fixtures and fans with all necessary

internal wiring. SITC of Light fixture of following type with necessary hanging / Fixing

arrangement & Hardwares. Complete in All Respect with Lamps complete in all respect with

lamp (a) IP43 - 1 X 56 watt recessed mounting light fixture with circular lamp of

watt , with all necessary fixing accessories of Regent make SOLO Slim or equivalent

Having Housing for recessed or semi recessed installation without ceiling trim

– Housing in metal, powder coated white

– Incorporated HF electronic control gear with flat Satin dffusers

- With Silicon Ring

193a 20 watt LED Batten Light fixture Philips make : BN021C LED20S PSU CW GR S2

193b 10 watt LED Batten Light fixture Philips make : BN021C LED10S-6500 PSU GR S1

193c SITC of LED Strip with Driver Philips Male LED Strip SKYCove 5M CDL (5Mtr. LED

193d IP 67 : 5 watt LED foot light Fitting of Philips make BWG 150 or equivalent

193e 1 x 16 watt LED Down lighter Fitting with inbuilt driver of Philips make DN194B LED16S

4000 PSU WH S2 ( LED color should be warm white ) or equivalent to be installed

in MS / PVC Housing recessed in RCC slab with necessary wiring Complete in All Respect

193f SITC Of LED Light fixture consisting 3 nos. of LED on linear PCB of warm white colour

with epoxy filling to be installed in SS pipe with necessary wiring Complete in All Respect

193g 7 watt LED lamp with round SS Frame downlighter with 4 LED with all necessary Control

gear & wiring of Philips make with 7 watt GU 10 Lamp WW or equivalent to be

installed in MS Housing recessed in slab with necessary wiring Complete in All Respect

193h 1 x 12 watt LED Down lighter Fitting with inbuilt driver of Philips make DN193B LED12S

4000 PSU WH S2 ( LED color should be warm white ) or equivalent to be installed

in MS / PVC Housing recessed in RCC slab with necessary wiring Complete in All Respect

193i Any Kind of Light Fixture type - A (With Basic Rate of Rs. 5000)

193j Supply of down rod made out of 10 guage painted MS pipe with all required accessories for

fan suspention.

194 Supply, Installation, testing and commissioning of Fans without fan regulator. (a) Wall Fan of

36" of Crompton / Usha make

195 900 mm dia Ceiling Fan without regulator

196 Providing & doing earthing electrode for equipment earthing as specified in IS:3043 -

for equipment complete with : Earthing Electrode Cu. Type - 19, 50 MM. Dia 3 Mtr.

Long. ( OBO BETTERMAN / LPI / Ashlok /etp Make )

Contractor is responcible to achieve the Earthing Resistance less than 1 Ohm.

197 Corrosion protection of buried conductors with bituminous coating and covered with PVC

tapes. (a) 25 x 3 mm G.I. Tape

198 No.8 gauge bare cu. earth wire

199 Automatic sliding Doors for items to be fitted onto the Bus Station excluding any

other RF component. (inclusive of two year warranty period) (4 SD unit Per Station .Each

Unit comprise two leafs)

200 Eight Door RF Controller (inclusive of two year warranty period) (One Unit Per Station)

201 RFID Reader with weather Proof Stainless Steel enclosure to be fitted near the bus

door(inclusive of two year warranty period) (At locations prescribed by Employer)

(One Unit Per Sliding Door)

202 Emergency Door operations Switches in Ticket office (inclusive of two year warranty period)

(Eight switches per bus station)

203 S & L only PVC Heavy gauge in concealed manner with GI pulling wire of 25 mm dia with

all accessories.

204 S & L only PVC heavy gauge in concealed manner with GI pulling wire of 32 mm dia with

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

all accessories.

205 S & L only PVC heavy gauge in concealed manner with GI pulling wire of 40 mm dia with

all accessories.

206 S & L only PVC heavy gauge in concealed manner with GI pulling wire of 50 mm dia with

all accessories.

207 Providing & laying. Double walled corrugated pipes (DWC) of polyethylene(conforming

to IS 14930 II ) Anti Rodent type with necessary connecting accessories of same material at

required depth for laying of cable. below ground / road surface for enclosing cable and

backfilling the same to make ground as per original. (A) 50mm DIa

208 Providing & laying. Double walled corrugated pipes (DWC) of polyethylene(conforming

to IS 14930 II ) Anti Rodent type with necessary connecting accessories of same material at

required depth for laying of cable. below ground / road surface for enclosing cable and

backfilling the same to make ground as per original. (B)90 mm dia

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

QUALIFYING The Applicant shall provide evidence that their firm has been

CRITERIA OF actively engaged in the civil works construction of Fly Over

APPLICANT: Bridge/ Railway Over Bridge / River Bridge for road or for

railways or Bridge on river / creek during the last 7 years in

the role of Contractor (Main Contractor)

Particular Construction Experience

The applicant shall provide evidence that he has

successfully completed or substantially completed similar

works within the last seven years completing on 31/03/2026.

The works may have been executed by the Applicant as

Main contractor. Substantially completed works means those

works that are at least 90% completed as on 31/03/2026

and continuing satisfactorily on the date of application. For

this, the Certificate from the employer shall be submitted

along with the application incorporating clearly the Contract

value-billing amount, date of commencement of works,

satisfactory performance of the contractor and any other

relevant information. The works completed / substantially

completed during the current financial year will also be

considered for counting the particular construction

Post qualification will be based on Applicants satisfying all the

following minimum criteria regarding their particular

experience, financial position, personnel and equipment

capabilities and other relevant information as demonstrated

by applicant’s responses in the forms attached. The applicant

to note specifically that all information given including those

in the form of various formats must be supported by

certificates from respective issuing authorities:

a) Average Annual financial turnover during the last 3 years,

ending 31/03/2026 of the previous financial year, should be

at least 30% of the estimated cost (i.e., 30% of Rs.

Crore = Rs. 20.81 Crore)

b) Experience of having successfully completed similar works

during last 7 years ending 31 - 03 - 2026 should be either of

1. Three similar completed works costing not less than the

amount equal to 40% of the estimated cost (i.e., 40% of Rs.

69.37 Crore = Rs. 27.75 Crore)

2. Two similar completed works costing not less than the

amount equal to 50% of the estimated cost (i.e., 50% of Rs.

69.37 Crore = Rs. 34.68 Crore)

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

3. One similar completed works costing not less than the

amount equal to 80% of the estimated cost (i.e., 80% of Rs.

69.37 Crore = Rs. 55.50 Crore)

c) Launching of Minimum 53 Nos. PSC Girders having min.

length of 25 m and Composite Girder having min. length of

31 m. shall be completed in casting yard and launching to

the place by approved method by the contractor in any single

project within last 7 years.

e) The Contractors / Companies should have registration of

“AA” Class & Special Category – I (Bridge) issued by any

Central / State Government or Equivalent.

f) The Contractors / Companies should have solvency certificate

of Nationalized OR Schedule Bank amounting to 20% of the

estimated cost (i.e., 20% of Rs. 69.37 Crore = Rs.

Similar work shall mean Construction of Fly over Bridge

/ Railway over bridge / Bridge on River / Major Creek

bridge, in which they have successfully carried out the

execution like Pile foundation/ Well foundation, Precast

PSC Girder/ Cast in situ reinforced and PSC Girder type

super structure. Tenderer has to submit all type of

certificates indicate specific RDSO Bow String /

Composite Girder / RDSO Open web type

superstructure including length of span (C/C pier) and if

all type of certificate/s not indicates specific length,

launching with no. of PSC girders and type of

superstructure mentioned as in this tender than tenderer

will be liable to disqualify.

In case of large projects, executed on “package” basis, which

includes road as well as bridges, a separate detail of

bridge/underpass work shall be given for the evaluation, in

short, any Package chain of projects as a whole shall not be

considered while evaluation.

It is further to clarify that if any of work(s)is/are on hand

with the applicant, but if the amount of the work done at the

site is more than 90% of the total Project / Tender cost as on

date i.e., 31/03/2026 then those work(s) will also be taken

into consideration while evaluation.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Following enhancement factors will be used for the cost of

works executed and the financial figures to a common base

for the value of the works completed in India

Year before Multiplying factor

Three (2022-23)

Seven (2018-19)

Applicant should indicate actual figures of costs and amount for

the works executed by them in the schedule without accounting

for the above-mentioned factors.

4A. Average Annual financial turnover during the last 3 years:

1 1) Average Annual financial turnover during the last 3 :

) ending 31/03/2026 of the previous financial year

2 2) Attested copies of balance sheet with adequate :

) shall be attached.

3) The details shall be furnished in prescribed Statement-E :

4B. No. of Bridge works completed as per following

(The details shall be furnishing in prescribed statement A):

1 1). Note: Nos. of bridge works with its amount completed :

) last 7 years ending 01/04/2019 to 31/03/2026

Statement- A (for eligibility)

(i) Rs. 27.75 Crore or more (40 % of Estimated Cost)

(ii) Rs. 34.68 Crore or more (50 % of Estimated Cost)

(iii) Rs. 55.50 Crore or more (80 % of Estimated Cost)

2 2). Attested copies of completion certificates for each :

) from the client mentioned shall have to be

3 3). The details shall be furnished in prescribed statement - :

4C. Valid registration from Central Government or State

Government or Surat Municipal Corporation for Class

“AA” & Special Category –I (Bridge) Issued by any

Central/State Government or Equivalent.

1 1). Valid Registration from Central Government or State :

) or Surat Municipal Corporation. (YES / NO

and VALID UP TO). Class “AA” & Special Category –I

(Bridge) Issued by any Central/State Government or

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

2 2). Attested copies of same certificates for shall have to be :

4D. Solvency Certificate of Nationalized OR scheduled bank

for Rs. 13.87 Crore.

1 Solvency Certificate of Nationalized OR :

) Bank for current year of

Rs. 13.87 Crore

2 Attested copies of same certificates shall :

) to be attached.

Water Charges CLIENT shall not provide any water for the construction or any other

purpose for the said works. The contractor shall have to make his own

arrangements for supply of water, preferably by own bore well.

However, in any case, the quality of water shall meet with the

standard requirements. The contractor shall inform client about water

arrangements made by him within 60 days from date of work order or

before starting of concrete work at site whichever is earlier with

necessary testing reports

Project Mile Stones

Duration from the

Mile date of issue of Notice Financial Target

Stone to Proceed with the (% of contract

No. work as a percentage value)

Liquidated Damages 0.2% of Value of Remaining Amount of work per day subject to a

Maximum of 10% of Total Contract Value.

Liquidated Damages shall start being retained as per contract on

value of Remaining work on not achieving intermediate

Milestones (I, II, III).

The Liquidated damages shall be released without interest or

charges if contractor achieves Milestone IV in approved time limit.

Bid Language English

Currency India Rupees (INR)

Design Criteria The General Arrangement Drawing shows the proposed span

arrangement, Proposed Width of the Bridge, Hydraulic Details, Road

Levels /Soffit Levels of the Bridge and Approaches, Length of Bridge

and Approaches, Grades of Concrete etc. No change will be allowed

in the same unless required as per Site conditions and approved by

Surat Municipal Corporation as well as Designs Circle, Roads and

Buildings Department of Govt. of Gujarat.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Design Codes All Latest codes and special publications, published by Indian Roads

Applicable Congress (IRC), Bureau of Indian Standards (BIS), and Indian

Railway Standard (IRS) shall be applicable.

Design Considerations The detailed design shall be as per IRC-6, IRC-5, IRC-112, IRC-78,

IRC-22, IRC-24, IRC-83, and all other relevant applicable IRC codes,

IRS codes, IS codes, MOST specification, IRC special publications,

taking all required, and future provisions in to account and with worst

combinations of loads.

Design Limitations The contractor will have to execute the project as per scope of

work. Over and above scope of work, they shall take the following

design aspects into consideration while quoting the works:

(a) The Finished Road Level (FRL) of bridge, soffit level of the

superstructure and span arrangement at obligatory spans shown

in the enclosed General Arrangement Drawing provided with

the tender cannot be changed. It may please be noted that, the

finished road level, and finish level of end of proposed shall be

matched and finished with proper grade and valley curve.

(b) The length of bridge and approach shown in the General

arrangement Drawing cannot be changed or otherwise it shall

be presented to CLIENT with proper comparison, and then it

shall be approved by Design Circle R&B, Govt. of Gujarat.

(c) The shape of pier and pier cap should be having good aesthetic

shape and that is subject to approval from CLIENT and

Designs Circle R&B, Govt. of Gujarat.

(d) The Horizontal as well as vertical /longitudinal grades shall not

be steeper than that shown on the Department General

Arrangement Drawing provided with tender.

(e) The overall arrangement of the bridge and ramps and

requirements of carriageway and road particulars shall be as

indicated in the G.A.D.

(f) Span arrangement shall be as per GAD. If due to traffic

requirement, it is required to change any span that may be

allowed after written permission of CLIENT and approved by

R&B Design Circle.

(g) Drawing/Design Proposal duly approved as explained earlier

shall be submitted by Contractor to CLIENT within time frame.

The execution shall be as decided by Engineer-in-charge.

Criteria for selection of Design of each and every component of the FOB as well as

Design Consultants approaches portion will be carried by the contractor through a Design

consultant of repute (only consultants empanelled/approved by the

Ministry of Road Transport and Highways, Govt of India under

relevant category OR consultants empanelled/approved by Design

Circle, R&B, Govt of Gujarat OR consultants empaneled/approved by

Surat Municipal Corporation.) shall be appointed and their details

shall be submitted to CLIENT. The proof checking consultant

appointed by contractor shall also be of repute, and have qualification

as explain above.

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Both the consultants should have actively participated in design of

Bridge and with successful execution of the same bridge as per design

prepared by consultant

Cement Rs. 5,200/-per MT (Without GST)

Star Rates Reinforcement Steel

Rs. 55,000/-per MT (Without GST)

Rs.48,302/-per MT (Without GST)

Insurance The contractor shall take "all contract risk insurance policy" for the

estimated cost of the bridge viz. “Rs. 69.37 Crore” (Excluding

GST) Workmen compensation policy" for all workers and

labours of contractor and client working at site and "Third Party

Insurance Policy" to fully cover all third-party type risk. The

insurance policy so taken by the contractor for such purposes shall

be in the joint name of the contractor and the client and the policy

shall be deposited with the client.

The Contractor All Risk (CAR) policy with third party insurance

shall be submitted for (1) Construction period (2) Defect liability

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SECTION -III QUALIFICATION INFORMATION

1 Copies of original documents defining the

Constitution or legal status, place of registration and

principal place of business; written power of attorney of

the signatory of the Bid to commit the bidder.

2 Technical qualifications and experience of the proprietor or

partners and leading technical employees in the firm

(b) Qualification:

(d) Experience in years:

(e) From which date appointed in this firm, in case of

(f) Date of joining the firm:

3 Whether the applicant maintains an office capable of

preparing bills (Give address):

4 Details of workshop, machines tools and plant held by the

Applicant, as prescribed in Statement-D precise number /

quantum of equipment has to be mentioned.

4A No. Of Bridge works completed in last 7 years. Statement -

4B No. of Bridge works on hand which include original

construction work of bridges.

Details shall be furnished in prescribed Statement – B.

N.B. attested copies of work order from the client shall be

attached for each of the work mentioned.

5 Whether enlisted in any other dept./ organization if so,

which class showing amount qualified to tender:

6 Total Turnover of the firm per year with adequate (i) Rs. _________________

documents for last 3 years (ii) Rs. _________________

(The details shall be furnished in prescribed Statement -E) (iii) Rs. _________________

7 Balance sheets with profit and loss statement for the last

three financial years duly certified by Chartered

Accountant along with auditor’s report. N.B. attested

copies shall be attached.

8 Has the applicant or his partners or shareholders been black

listed in the past by any Government department of any

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

9 Details of work if any abandoned by the Contractor:

10 Name of the Bank of which solvency certificate attached

for a sum of Rs.13.87 Crore.

11 Date of submission of application:

12 Details about Tender Fee of Rs. 18,000/- +18%GST=

Rs 21,240 as application fee (Non-refundable):

13 Amount in arrears if to be paid to Government as per the

demand from any Government

Department or Corporation:

14. Information regarding any litigation or arbitration resulting

from contracts executed by the bidder in the last five years

or currently under execution. The information shall include

the names of the parties concerned, the disputed amount,

cause of litigation, and matter in dispute (As per Form -1

15 1. I / We hereby certify that I / We am/are not partner(s) in

the firm(s) blacklisted or connected with firm

blacklisted in any State, C.P.W.D., M.E.S., or Railways

or any Corporation:

2. At present I/We am/are partner(s) in the following firms

which is/are registered as approved contractor(s), firm(s)

in any State, C.P.W.D., M.E.S., or Railways:

3. We, the partners of this firm, hereby give an undertaking

that we are jointly and severally responsible to meet all

the liabilities over and above the business of this firm

and make good the above financial loss sustained by the

Surat Municipal Corporation as a result of our

abandoning the works entrusted to us i.e. this firm:

(Partnership firm, all partners

are required to sign) Signatory’s Name

Place: Executive Engineer (Bridge cell)

Surat Municipal Corporation

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SURAT MUNICIPAL CORPORATION

Refer to Item No. 4A

Statement showing the bridge works completed in the last seven years, i.e., for a period starting from 01/04/2019 and ending on

Sr. Name Name Type Type of Built Estima Tend Date Target date of Actual Time limit in Percentage Reasons Completion Remarks

No. of of of Super up ted ered of completion of Amount year and rate & for delay Certificates

Depar work Found Structur area Cost of amou award work as per of work months amount of in work given by

tment ation e in Sq. work nt of contract and complet penalty if any issuing

/ mts. put to contr Date of ed Authority

Client tender act completion

Target Comple Origi Extende (Name &

Date tion nal d Y M Contact

Up to Rs. 20.81 Crore

More than Rs. 20.81 Crore up to Rs. 27.75 Crore

More than Rs. 27.75 Crore up to Rs. 34.68 Crore

Rs. 55.50 Crore OR More

Note: - (1) Attested Copies of Completion Certificates from issuing Authority have to be attached.

Signature of the Contractor with full address

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SURAT MUNICIPAL CORPORATION

Refer to Item No.4B

Statement showing No. of Bridge works on hand

Sr. Name of Name Type of Type of Tender Date of Target date of Actual Time limit in Certificates Remarks

No. Department/ of Foundation Super ed award of completion of Amount of year and given by issuing

Client work Structure amount contract work as per work done months Authority

till date showing % of

31/03/2026 work completed

Note: - (1) Attested Copies of Work Order from issuing authority have to be attached.

Signature of the Contractor with full address

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SURAT MUNICIPAL CORPORATION

(Refer to Item No. 2)

List of Main Technical Staff Employed by the firm on Date

Sr. Name Designation Educational

Experience in the Duration of

No. Qualification

field Service in the

(i.) Project Engineers / Supervisors (Planning Engineer, Plant Engineer, Site Engineer,

Quantity Surveyor, having Experience more than 10 years)

(ii) Experts from other discipline viz. (Soil & Material Engineer, Survey Engineer,

Landscaping Expert, having Experience more than 10 years)

(iii) Project Manager (with Bridges / Flyover Construction having Experience more than

(iv) Details of other technical Staff

Place: Signature of the Contractor

Date: with full address

Note: - (1) Attested Copies of the following Certificates have to be attached.

Enclosure: - 1) Photograph

2) Educational Certificates

3) Experience Certificates

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

Refer to Item No.

List of Machinery and Equipment available for the Project

[Indicative List of Minimum Plant & Equipment to be Deployed for particular activities as

and when required for schedule progress of works and Timely completion of the activity.]

Sr. Type of Equipment Minimum Capacit Age Con Ownership status Curren Rema

No. No. y or ditio t rks

required Type n Prese Lease To be locatio

1. Hydraulic Rig (Piling

2. Crane (> 50 T Capacity OR

3. Hydra/Mini Crane

4. Staging & Shuttering Set

(Equivalent to F3 Finish)

5. Structural steel assembling /

welding / fixing on site

6. Concrete Mixers with

integral Weight batching

7. Concrete Pumps/Boom

8. Transit Mixers (Min. 6 cum

9. Tipper Trucks

10. Motor Grader

12. Front end Loader

13. Smooth Wheeled Roller

14. Vibratory Roller

15. Water Tanker

16. Bitumen Sprayer

17. Tandem Roller

18. Air compressors (diesel)

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

19. Excavators (various sizes)

20. Dewatering equipment

1. Pump (diesel/ (Electric)

21. Diesel Generators

22. In-house testing laboratory

with min 3 sets of

23. Steel Girder / Truss

Launching Accessories

24. Total station with least count

1”, Latest level equipment

25. Latest computer, A3/A4 size 2 Set

26. Needle Vibrator

27. Table Vibrator

28. Bar bending Machine

29. Bar Cutting Machine

30. Drilling Machine

31. Grinding/Polishing

32. Automatic Concrete Batch

Mix Plant (min. 30cmt per Hr

Note: - Ownership proof shall have to attach

Signature of the Contractor with full

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

SURAT MUNICIPAL CORPORATION

General Construction Experience Record

All individual firms are requested to complete the information in this form with regard to the

management of Works contracts generally. The information supplied shall be the annual

turnover of the Applicant, in terms of the amounts billed to clients for each year for work in

progress or completed.

A brief note on each contract should be appended, describing the nature of the work, duration

and amount of contract, managerial arrangements, employer and other relevant details.

A. Annual Turnover Data (From all sources)

Financial Year Turnover

B. Annual Turnover Data (From ROB and Bridge Construction alone)

Financial Year Turnover

Note: 1. Figures to be taken from audited balance sheets.

2. Copies of the balance sheet to be attached.

3. The bidder shall have to provide that for a period of at least 4 months the bidder

has ability to sustain negative cash balance and how he proposes to meet with

4. Cash Plan / Cash flow Statement.

Signature of the Bidder Name & Designation of the bidder

Name of company Rubber stamp of company

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

POST-QUALIFICATION INFORMATION

LETTER OF TRANSMITTAL

THE EXECUTIVE ENGINEER

SURAT MUNICIPAL CORPORATION

SUBJECT : Construction of Flyover Bridge near SVNIT College Junction

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement & Construction)

Ref : TENDER NOTICE (ONLINE) NO. ACE & I/C CE/BRIDGE/22/2025-26

Having examined the details given in tender Notice and post-qualification document for the

above work, I / We hereby submit the post-qualification document and other relevant

1. I / We hereby certify that all the statements made and information supplied in the

enclosed forms and accompanying statement are true and correct.

2. I / We have furnished all information and details necessary for post-qualification and

have no further pertinent information to supply.

3. I / We submit the requisite certified solvency certificate and authorize the Executive

Engineer (Bridge), CLIENT to approach the Bank issuing the solvency certificate and to

approach individuals, employers, firms and corporation to verify our competence and

general reputation.

4. I /We submit the following certificates in support of our suitability, technical know-how

and capability for having successfully completed the following works:

Sign & Seal of applicant

Date of submission

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

APPLICATION FORM

Litigation History

Name of the Applicant:

Applicant should provide information on any history of litigation or arbitration resulting from

contracts executed in past years and currently under execution

Year Award Name of Disputed Actual Dispute Amount in arrears

FOR or client, cause amount Awarded under if to be paid as per

AGAINST of litigation (current Amount execution the demand from

Applicant and matter in value) any Government

dispute Department or

Sign & Seal of applicant

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

APPLICATION FORM

I/We hereby undertake that our firm M/s. _________________ am/are not partner(s)

in the firm(s) blacklisted or connected with the firm blacklisted in any State, C.P.W.D.,

M.E.S., Rly. or any other corporations.

I/We the undersigned on behalf of our firm M/s. _______________ hereby give an

undertaking that i/we am/are jointly and severally responsible to meet all the liabilities over

and above the business of the firm and make good the above financial loss sustained by the

Surat Municipal Corporation as a result of my/our abandoning the work entrusted to

me/us/this firm.

Signed by an Authorized Officer of the Firm

Title of Officer

Construction of Flyover Bridge near SVNIT College Junction Surat Municipal Corporation

and Kargil Chowk Junction on Surat Dumas Road, Surat On

E.P.C Basis (Design, Engineering, Procurement &

Construction) (Work No. 1)

APPLICATION FORM

Information Regarding Current Litigation, Debarring / Expelling of Tenderer or

Abandonment of Work by Tenderer

1 a) Has the Applicant or its constituent partners consistent history Yes / No

of litigation awarded against him.