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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹3.4 Cr
EMD Value
₹3.4 L
Closing Date
1 Apr 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer drainage Dept.
Construction of Underground Drainage Network for Separation of Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
284922
BMC/DRAINAGE/SJMMSVY/TENDER/2025-26/25
Open
Civil Works
Works
Bhavnagar
9 documents required · 8 mandatory · 1 optional
₹6,000
Yes
Commissioner, Municipal Corporation, Bhavnagar
₹3.4 L
Yes
11 Mar 2026
11 Mar 2026
11 Mar 2026
1 Apr 2026
11 Mar 2026
Online Downloading of Technical Bid & Price Bid As Per detailed Tender Notice
As Per detailed Tender Notice
Pre – Bid Conference
Last Date of Online Submission of Technical Bid & As Per detailed Tender Notice
Last Date for Physical Submission of Tender Fee, As Per detailed Tender Notice
EMD and other Documents
Online Opening of the Technical Bid As Per detailed Tender Notice
1. Name of work: "Title as mentioned in Notice Inviting Tender"
2. The bidder shall quote his firm and fixed price for the entire work under this
Contract, defined in more details in various sections of this bid document.
3. The rates and prices shall be submitted in the electronic formats given by n-procure
4. which is called Schedule-B, rates and prices received in any other formats will be
rejected and the bids will be disqualified.
5. It will be entirely at the discretion of the employer to accept or reject the bidder’s
proposal, without giving any reasons whatsoever and the bidder shall not be
permitted to withdraw his bid on this account.
rate as called for against the each item.
Schedule-B only will be considered for comparison and evaluation.
10. Wherever for a particular item the quantities have been specified payment shall be
on unit rate basis and unit variation in quantity will be paid with pro rata basis.
11. Each item is to be individually priced online and the amounts shall be added up to
shall be left blank except where the item description requires the item to be priced
on "as applicable” basis. The item shall not be priced if it is “not applicable” to the
bidder’s design, in which case the bidder shall add the words “Not Applicable”. The
wording in the item description is for subject matter guidance only; clause
references are indicative only and all other relevant clauses shall also be referred
to. The prices shall allow for all the works covered under the bid and all liabilities
and contractual obligations whether separately specified or not. Items against which
no prices are quoted shall not be separately paid for and the bidder shall be
deemed to have covered the cost of execution of such items (according to the
requirements of the bid document) in the prices quoted for other items.
satisfactory working/safety of the system as specified, will not be separately paid for
by the Employer when executed and shall be deemed to be already covered by
other items and rates listed in the price sheets No extra payment shall be given for
any item which is required to complete and perform the project.
fixed, during the pendency of the Contract. In case of any discrepancy noted
corrections if any will be considered for financial evaluation of the bid.
16. The bidder shall be deemed to have allowed in his price for provision, maintenance
and final removal of all temporary works of whatsoever nature required for
construction including temporary bunds, diverting water, pumping, de-watering etc.
for the proper execution of works. The rates shall also be deemed to include any
works and setting out that may be required to be carried out for laying out of all the
works involved.
17. Prices shall be filled online only.
the Specifications and other sections of these bid documents and these documents
are to be taken as mutually explanatory of one another.
19. The bidder shall interpret the data furnished and carry out any additional survey
work, or investigation work required at his own cost.
20. The prices quoted shall also include the cost of materials utilized for testing.
21. The bidder should acquaint himself with the site conditions including the access to
Work site. The successful bidder shall have to make suitable access to work sites at
his own cost. These accesses will be used by the other contractors working for
BHAVNAGAR MUNCIPAL CORPORATION.
prices shall include all the equipments / materials / accessories and services
23. The amount to be quoted for Defect Liability shall be as per Volume-II, General
Conditions of Contract, Clause No. 1 "Security Deposit".
24. 1% of the value of work will be deducted from the Running bill against labour cess,
which shall be non refundable.
26. Any expenditure incurred by inspection/ CSC agency for the work misinformed by
the contractor and charges of inspection/ CSC agency without any work due to
misinformation shall be recovered from the contractor.
27. The prices shall be quoted inclusive of all taxes, royalties and duties prevailing at
the time of submission of the bids. Statutory variation if any during the currency of
contract shall have to borne by the agency which shall be not reimbursed by the
BHAVNAGAR MUNCIPAL CORPORATION.
28. The rates should be quoted inclusive of all taxes as per Volume-II, General
Conditions of Contract, Clause. (BUT EXCLUDING GST)
Bidders are required to fill up all the blank spaces in this Bid Form.
The Municipial Commissioner
Bhavnagar Municipal Corporation
SUB: “Construction of Underground Drainage Network for Separation
of Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
1. Having visited the site and examined the Bid Documents, Drawings,
Conditions of Contract, Specifications, Schedules, Annexure, Preamble to
the above, for the execution of the above Contract, wethe undersigned offer
to Design, Engineer, Procure, Construct, Complete, Commission, operate,
maintain and Run the whole of the said works for 60(Sixty) Months from the
date of commissioning including defects liability period as given in
Conditions of Contract and in conformity with the drawings, conditions of
Annexure, Bidding Documents, including Addenda
Nos. (insert numbers) for Lump sum fixed price of
) for Construction or such
other sum asmay be ascertained in accordance with the conditions.
2. I / We agree that;
(a) If we fail to provide required facilities to the Employer’s representative or
any other person / Agency by the Employer to perform on his behalf for
carrying out the inspection and testing of materials and workmanship.
(b) If we incorporate into the Works, materials before they are tested and
approved by theEngineer’s representative
(c) If we fail to deliver pure water of required quantity according to the
conditions / stipulations of the Contract, the Engineer will be at liberty to
take any action including termination of Contract and impose at his
absolute discretion any penalties, and / or reject the work.
3. We undertake, if our Bid is accepted, to complete and deliver the works in
accordance with the Contract within 6 Months (Incl Monsoon ), from the date or
receipt of Letter of Acceptance issued to us by
4. We agree to abide by this Bid for a period of 180 days from the last date of submission of
bid and it shall remain binding upon us and may be accepted at any time before the expiry
of that period.
5. In the event of our Bid being accepted, we agree to enter into a formal Contract Agreement
with you incorporating the conditions of Contract there to annexed but until such agreement
is prepared this Bid together with your written acceptance thereof shall constitute a binding
Contract between us.
6. We agree, if our Bid is accepted, to furnish performance Security in the forms and of value
specified in the General Conditions of Contract.
7. We have independently considered the amounts of liquidated damages shown in Appendix
to Bid and agree that they represent a fair estimate of the damages likely to be suffered by
you in the event of the work not being completed by us in time.
8. We understand that you are not bound to accept the lowest or any bid you may receive.
Dated this day of
(Name of the person)
(In the capacity of)
Duly authorized to sign Bid for and on behalf of
(Fill in block capitals)
1. As mentioned in the Conditions of contract, the Contract being a Item Rate, the provision
of measurement will be applicable only for the assessment of value of work done for
inclusion in any interim certificate for part payment to the Contractor.
2. The Schedule specifies the procedure for all such assessment of the items specified
3. Each item of Schedule-B has been divided into broad components. The
Employer's Representative shall assess the value of each component as indicated in
paragraph 6 herein below.
4. Percentages are indicated against each component of each items specified in
Schedule B, based on the Employer's best appreciation of the value of the component as
related to the total costs of the concerned item as whole. A head titled (any other item(s))
is included in each breakdown of schedule and the tenderer shall at the time of tendering
indicate any additional items which he considers necessary but cannot be covered by
any of the heads indicated in the breakup.
5. The percentage breakup as indicated in the Schedule may differ from that corresponding
to the tenderer’s scheme and design and he should take this into account while quoting his
lump sum prices for the items specified in Schedule-B.
6. The contractor shall, after approval of his detailed designs and drawings furnish to
the Employer's Representative an initial bill of quantities to all major items, to be
reviewed and updated periodically with the Employer's Representative. This bill of
quantities will be used for assessment of percentage progress of the component at any
stage. By measurement jointly taken by the Employer's Representative and the
Contractor, mutually agreed and entered in the measurement books in the form and by
the method approved by the Employer's Representative, and signed jointly by both the
Schedule Amount
Item Description
B No. (In Rs.) without GST
Construction of Underground Drainage Network for Separation of
Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
1. Charges for the testing of material will be borne by Work Agency/Contractor.
2. Joint venture will not allowed.
3. Bidder has to must submit all the filled up annexure and adequate detailed documents with technical bid/physical
submissions for fulfilling qualifying criteria, failing witch BMC will disqualify the bidder without giving chance for
submission of missing documents etc for
further clarifications
4. The quoted rates should be inclusive of all taxes, insurance, labour overhead charges, constrictor's profit,
royalties etc (But Excluding GST)
SUBMISSION OF PRICE PROPOSAL: I HAVE VISITED THE SITE OF WORK AND THOURGHLY GO
THROUGH STATED SPECIFICATIONS AND CONDITIONS OF CONTRACT, HENCE, I AM
SUBMITTING/QUOTTING RATE ……………………………. % ABOVE OR BELOW THEN ESTIMATED WORK
AMOUNT Rs. 3,35,28,794.00(Indian Rupees) (Excluding GST)
EXECUTIVE ENGINEER
DRAINAGE DEPARTMENT
BHAVNAGAR MUNICIPAL CORPORATION
BHAVNAGAR MUNICIPAL CORPORATION
Construction of Underground Drainage Network for Separation of Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
Sr no Particulars of item Quantity Unit Final Rate in (Rs) Amount in (Rs)
Providing and supplying ISI Standard R.C.C. pipes(of Sulphate
Resisting Cement) in standard lengths of following class and diameter
suitable for either collar joints or rubber ring joints including all
taxes, insurance, transportation, freight charges, octroi, inspection
charges, loading, unloading, conveyance to departmental stores,
complete. (IS - 458/ 1989)
Class NP4 Test Pressure 0.7 Kg/sq.cm
150 mm (For House Service Connection Purpose) 660.00 Rmt 491.00
Excavation for pipe line trenches for water supply, sewerage line, manhole
etc. all with shoring and struting if required as per required gradient and
line including safety provisions using site rails and stacking excavated stuff
including up to all required lead cleaning the site etc. complete for all lifts.
In all sorts of soil, soft murrum, Hard murrum, soft rock, hard rock,
also including Bituminious road breaking and RCC road breasking
Sewers to be laid at 0-1.5 m depth 13,464.31 Cum 218.21
Sewers to be laid at 1.5-3.0 m depth 9,619.70 Cum 233.74
Sewers to be laid at 3.0 to 4.5 m depth 4,325.25 Cum 241.79
Sewers to be laid at 4.5 to 6.0 m depth 924.71 Cum 250.13
Providing bedding incl. ramming, watering, levelling, consolidating etc.
Complete. as per standard and instruction of engineer incharge
Considering Murrum bedding and murrum to be brought from
outside including all lead charges
Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following
diameters in proper position, grade and alignment at all level as directed by
Engineer-in-charge including conveyance from stores to site of work,
labour, giving hydraulic testing as per ISI code.
150 mm (For House Service Connection Purpose) 660.00 Rmt 72.45
Providing and constructing Sewer manholes, scraper manholes as per the
type design in brick masonry in C. M. 1:5 and inside and outside 20mm
thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement
in R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and covers
(But excluding supply of manhole frame and covers) over manholes and
house connection chambers and fixing Manhole covers (but excluding
supplying of manhole covers) over scraper manhole etc. complete,
providing and fixing safety chain wherever necessary as per the stipulations
in the type design complete as per latest CPHEEO manual. (excl.
excavation and Included using SRPC Cement).
A Manhole type "A" Circular type having inside diameter of 1200 mm for
depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer) up to 1.0 meter 25.00 No 14,919.28
depth (SRPC cement)
Extra depth beyond 1.0 M but upto 1.5 M depth for "A" type manhole
B Manhole type "B" circular type having inside diameter of minimum
mm and for depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia 63.00 No 25,867.10
sewers)but upto 1.5 M depth. (SRPC cement)
Extra depth beyond 1.5 M but upto 4.0 M depth for type "B" manhole
BHAVNAGAR MUNICIPAL CORPORATION
Construction of Underground Drainage Network for Separation of Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
Sr no Particulars of item Quantity Unit Final Rate in (Rs) Amount in (Rs)
C Manhole type "C" circular type having inside diameter of minimum
mm and for depth beyond 4.0 m to 6.0 m (for 150 mm to 23.00 No 64,812.30
1800 mm dia sewers)but upto 4.0 M depth. (SRPC cement)
Extra depth beyond 4.0 M and up to 6.0 M depth for type "C" Manhole
RCC precast M.H. Frame & Cover of type EHD - 35, supply & Delivery at
store or at site of work including cost of reinforcement M.S. Angles or Flat,
curing mold work, fitting of the same etc. complete as per EIC.
A MH Cover and Frame of type EHD 35 126.00 Nos 1,709.04
Add for restoration of infrastructures like Septic tanks, Kharkuwa,
Electrical Line, Telephone cables, Internet Cables, OFC Cables, All type of
water supply line, gas line of all agencies, underground electrical line, any
private or government sewer connection line and water supply line etc
A Septic tanks, Kharkuwa, Electrical Line, Telephone cables, Internet Cables,
OFC Cables, All type of water supply line, gas line of all agencies,
underground electrical line, any private or government sewer connection
line and water supply line
Refilling the pipeline trenches incl. ramming, watering, consolidating
desposal of surplus stuff as directed within a radius of 3 km
Refilling with available soil 22,799.60 Cum 25.30
Dewatering by pumping set of required capacity including temporary
platform carting pumping at site and fixing the same in position including
all accessories, and fuel and labour etc. complete.
Consedered for dewatering of sludge water coming at the time of
construction and seepage water from water table and other water seepaes.
10 Item No.10 :-
Providing ventilation Shaft in CI
Providing and erecting C. I. and MS ventilating columns 15 cms. dia. with
C.I. ornamental cap and Min 6.00 Mtr. Height (Height may be varying as
per site) base fixed firmly with necessary foundation with one coat of red
lead oxide paint and one coat of any approved colour with 15 cms, dia.10
Mt.in length with 0.35mt*0.35mt* M100 Encasing, stoneware or R.C.C.
pipe connection with M.H. including excavation and jointing as required
etc. complete. as per drawing.
For 6 Mtr. Height ( 6 Mt MS pipe) 4.00 No 38,911.40
11 Item No.11 :-
Providing and constructing house service connection including 450 x 600 x
750 mm deep and upto 1 m deep as per site condition Inspection chamber,
its suitable frame and cover of precast RCC EHD 35 with including
excavation, PCC of 75 mm thick at base, RCC, brick work in 1:6 CM, 25.00 No 13,062.43
internal and external plastering in 1:3 CM
12 Item No.12 :-
BHAVNAGAR MUNICIPAL CORPORATION
Construction of Underground Drainage Network for Separation of Drainage Network of BMC from GIDC at Chitra-Fulsar-Nari Ward
Sr no Particulars of item Quantity Unit Final Rate in (Rs) Amount in (Rs)
Renovation of manhole by increasing the height at top including cost of
excavation, refitting suitable manhole frame and cover and curing etc.
complete incl. all carting and providing of materials which is required for
the purpose (except supplying manhole frame and cover) For all type
manhole by providing RCC 1:2:4 Partition walls with required
reinforcement 25 cm thick and circular opening with 500mm clear dia and
0.40 mt. av. depth also including plastering work required in manhole
repairing in 1:3 CM, Brick work in 1:4 CM where applicable and other
repairs to the manhole for preparing functing. complete as per IInstruction
13 Item No.13 :-
Road surface patch repairing work by providing, supplying, stacking and
constructing Paraju/Moram layer and stacking it properly as per instruction 1119.38 m3 418.00
14 Item No.14 :-
Road surface patch repairing work by supplying hand-broken metal,
crushed quarry spalls, spreading and leveling the same with also includes
providing quarry dust for filling voids as per the directions of the Engineer-
15 Item No.15 :-
Road surface patch repairing work by rolling/compacting with a vibratory
roller to achieve the required density inclduign spreading water on the
surface, and completing all operations as per the directions of the Engineer-
16 Item No.16 :-
Disposal of surplus excavated soil to the desired location by using tractor
feras including diesel cost including all carting, loading, unloading labour if 852.00 Nos 800.00
required etc complete as per instruction of EIC.
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details.html
RAW_HTML
NIT.pdf
01. vol-1 Technical Bid.pdf
02. Vol-2 Generel and Special Conditions of Contract.pdf
03. Vol 3 (Part-1) Extent of Work (SCOPE OF WORK).pdf
03. Vol 3 (Part-2) Items Specification.pdf
03. Vol-3 (Part 3) Material Specification.pdf
04. Vol-4 Price Bid.pdf
06. Vol-5 Vendor List.pdf
06. Vol-6 Drawing.pdf
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