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Tender Value
₹49.8 L
EMD Value
₹49,800
Closing Date
7 Sept 2026, 6:00 pm
Executive Engineer
Installation of Manual Level Staff Gauge Plates, Highmast Tower & Project Data Board on Baldeva, Dholi & Pigut Dam site
337700
18 of 202627
Open
Civil - All
Works
Narmada
8 documents required · 7 mandatory · 1 optional
₹1,500
EXECUTIVE ENGINEER IRRIGATION PROJECT DIVISION NO.4, RAJPIPLA
₹49,800
24 Aug 2026
24 Aug 2026
24 Aug 2026
7 Sept 2026
24 Aug 2026
BILL OF QUANTITIES
BILL OF QUANTITIES
1. The bill of Quantities shall be read in conjunction with the Instructions to Bidder,
Conditions of Contract, Technical Specifications and Drawings.
2. The quantities given in the Bill of Quantities are estimated and provisional, and
are given to provide a common basis for bidding. The basis of payment will be the
actual quantities of work ordered and carried out, as measured by the Contractor
and verified by the Engineer and valued at the rates and prices tendered in the
priced Bill of Quantities, where applicable, and otherwise at such rates and prices
as the Engineer may fix within the terms of the Contract.
3. The rates and prices tendered in the priced Bill of Quantities shall, except in so far
as it is otherwise provided under the Contract, include all constructional plant,
layout, supervision, materials, erection, maintenance, insurance, profit, taxes and
duties, together with all general risks, liabilities and obligations set out or implied
in the Contract.
4. The rates and prices shall be quoted entirely in Indian Currency.
5. A rate or prices shall be entered against each item in the Bill Quantities, whether
quantities are stated or not. The cost of Items against which Contractor has failed
to enter a rate or price shall be deemed to be covered by other rates and prices
entered in the Bill of Quantities (in case of Item rate contract).
6. The whole cost of complying with the provisions of the Contract shall be included
in the items provided in the priced Bill of Quantities, and where no Items are
provided the cost shall be deemed to be distributed among the rates and prices
entered for the related items of Work.
7. General direction and descriptions of work and materials are not necessarily
repeated or summarized in the Bill of Quantities. References to the relevant
sections of the contract documentation shall be made before entering rates or
prices against each item in the Bill of Quantities.
8. The method of completed work of payment shall be in accordance with the
specification for Road and Bridge works. For building works specifications for
building are to be followed.
9. Errors will be corrected by the Employer for any arithmetic errors pursuant to
Clause-29 of the Instructions to Bidder.
10. Rock is defined as all materials which, in the opinion of the Engineer, required
blasting, or the use of metal wedges and sledgehammers, or the use of
compressed air drilling for its removal, and which cannot be extracted by ripping
with a tractor of at least 150 kw with a single rear mounted heavy duty ripper.
BILL OF QUANTITIES
(A) Percentage Rate Tender ( Upto INR 50 Cr.)
Item Description of Item (with brief Quantity Unit Rate In Amount
No specification and reference to book figures
of specifications)
1 Providing and fixing gauge plate of
following size of material fiberglass
reinforced plastic with engraved bands
width and figures with necessary clits and 156.00 No. 16078.00
fasteners and fixing the same at the site of
work etc complete as directed.
For 0.45 mt. x 1.00 mt. gauge patti.
2 Providing and Fixing in position 1.80 m
high above finished ground level Dam
data board/Canal data board of standard
Size 3.0m X 2.0m with M S angle 80mm x
80mm x 8mm with 8mm thick iron plate
in 1:3:6 proportion concrete block size
100cm x 100cm x 150cm including
painting existing project data on the board
with radium borders etc. complete as
3 Supplying, erecting, testing,
commissioning approved make M.S.
Polygonal High Mast Pole having
following general Specification.
(a) Polygonal Section fabricated from
M.S. Plate confirms BSEN 10025 & Hot
deep galvanized minimum 65/85 micron
(as per IS 2629/1985) Lantern carriage
with ring and rubber lines for erection of
luminaries of suitable site.
(b) Maximum telescopic section not more
(c) Double drum gear pipe motorized
winch with 6mm dia S.S. Rod (For 16 mtr
and above size) 8.00 Each. 140214.00
(d) Approved make L.E.D. aviation light =
1 No. Lightening arrestor = 1 No. with
necessary wiring of 2.5 sq.mm 5 core ISI
copper cable Unarmoured.
(e) Bottom most section suitable for
mounting reversible motor and
switchgears having door not more than
1400mm x 300mm with waterproof gasket
& hinges & locking arrangement.
(f) Pole structure comprises suitable size
of reversible motor, cable and necessary
switchgears with control panel.
(g) bottom section shall have suitable size
of thickness supports ribs foundation bolts
(h) Item not comprises the cost of lanterns.
(i) Necessary Cement Concrete foundation
as per IS including testing &
commissioning of the entire structure for
following size of High Mast noles
[1] High Mast 12 Mtr. TOP A/F 105 mm,
BOTTOM A/F 360mm, No. of Sec. No.
Bottom Thickness 3 mm, Size of Base
Plate Dia 520 mm x 20 mm thick,
Foundation Bolt Size M24 x 850 mm, Qty
6 Nos., Suitable for mounting Fitting of
4 Providing & erecting heavy duty flood
light non-integral luminaires comprised
die cast aluminium powder coated body
with heat resistant toughened front glass,
silicon rubber gasket anodised reflector,
hot deep powder coated cradle clamp with
external control Gear box having lamp
holder & terminal blocks complete with
[A] With 2 Nos. 250 watt tubular HID
HPSV/M.H. Lamp, Cat-ll
5 Providing and Erecting 4 core 16 Sq mm
FRLS-XLPE (IS:7098) (I)-88 ISI
armoured cable multistrand Aluminium
conductor for 1.1 kV including enclosing
cable with approved make Double walled
corrugated pipes (DWC), 50 mm outer dia.
of polyethylene (conforming to IS
II ) with necessary connecting accessories
of same material at required depth by
making trench in hard murrum of suitable
width of 90cm and required depth.
I/We/am/are willing to carryout the work at… ................. % above/below percent (Should
Be written in figures and words) of the estimated rate mentioned above. Amount of my/our
tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct………%below Add………%Above
In words In words
(B) For Item Rate Tender (For above INR 50 Cr.):
Item Description of Item Quantity Unit Rate Amount
No (with brief specification
and reference to book In In
of specifications) figures Words
(A)Total Tendered Amount
(B)Rebate on above tendered amount (if any) % (in figure)………………………………
(C)Net Tendered Amount (A-B) (in figure)………………………………
1 The Contractor shall exhibit a board with brief details of work as directed by the
Engineer-In-Charge for which no extra payment shall be made.
2 The labour cess will be deducted as per prevailing rules i.e.1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as
per Govt. as stated in S.O.R .therefore in R.C.C. items where there is a change as per
actual mix design the cost of difference of cement consumption have been deducted
from the rate of original item at the rate of input rate mentioned in all the tender.
Sign Of Contractor Deputy Executive Engineer Executive Engineer
Dholi Irrigation Subdivision Irrigation Project Division No.4
Rajpardi Rajpipla
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NIT highmast.pdf
DTP Highmast.pdf
BOQ Highmast.pdf
Tech SpecificationHighmast.pdf
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