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Tender Value
₹31.1 L
EMD Value
₹32,000
Closing Date
23 Jun 2026, 6:00 pm
Office of The Executive Engineer,Bhavnagar Irrigation Project Division
Providing Asphalt Road for Nikol village to H.R. gate of Nikol Bandhara at Mahuva, Dist. Bhavnagar
312425
01/2026-27
Open
Civil Works - Roads
Bhavnagar
10 documents required · 9 mandatory · 1 optional
₹1,500
Executive Engineer, Bhavnagar Irrigation Project Division, Bhavnagar
₹32,000
8 Jun 2026
8 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
BILL OF QUANTITIES
(A) Percentage Rate Tender (Up to INR 50 Cr. )
e Description of Item (with brief
m specification and reference to Quantity Unit Amount
N book of specifications)
Clearing and grubbing road land including
uprooting rank vegetation grass bushes,
shrubs, sapling and trees girth up to
1 mm removal of stumps of trees cut earlier 0.50 Hectares 28455.09
and disposal of unserviceable materials (C)
By mechanical means in area of light
Providing and laying speading and
compacting graded stone aggregate to
Wet Mix Macadam(WMM) in two layer as
per specification and drawing including
premixing the Material with water at OMC
2 in mechanical mix plant carriage by tipper
to site,laying in unifrom layer in sub- 710.78 Cum
base/base course on well prepare surface
and compacting with vibrator rollar to
achive the desired density
Providing and Laying bitumeneous grout
37.50mm thick using bulk emulsion RS1 for
tack coat at the rate of 4.00 Kg/10 Sqm on
WMM surface and using BT chips for
required gradation with the asphalt of
grade VG-30 at the rate of 1.99% i.e.
Kg/MT by weight of mix including heating
3 and mixing in drum mix plant, transporting 329.06 MT 2269.31
the mix and spreadingthe same by paver
finisher and consolidation as per MOST
specification including cost of all
Materials, fuel, labours, tools and plants
etc. using contractor's own drum mix plant
Providing, laying and rolling of 25mm thick
using asphalt viscosity grade of VG-30
open graded premix bituminous carpet
with BT aggregate as specified and using
bulk emulsion RS1 for tack coat at the rate
of 2.50 Kg/10 Sqm on BT surface (As per
IRC-16) and using bitumen for mixing with
4 aggregate at the rate of 3.36% i.e. 33.60 230.35 MT
Kg/MT of total mix including heating and
mixing in drum mix pant, spreading the
same with paver finisher and consolidation
with vibratory roller includng necessary
firewood, oil lubricants, labour charges
etc. using equipment, tool etc. completed
in accordance with the requirement of
Providing and laying sealcoat using asphalt
viscosity grade of VG-30 with BT aggregate
as specified using aggregate at the rate of
0.18 Cum/10 Sqm and bitumen for mixing
with aggregate at the rate of 4.50% i.e.
45.00 Kg/MT of total mix including heating
and mixing in drum mix plant and 119.67
spreading the same by paver finisher and
consolidation with vibratory roller
including necessary using contractor's
own drum mix plant, machineries and
equipment, tools etc. complete in
accordance with the requirement of
Providing and laying asphalt painting on
B.T. surface with bitumen VG-30 at rate of
6 5 Kg/10 sqmt. of bitumen and spreading 4387.50 Sqmt 30.34
stone dust on painting surface at the rate
of 0.03 Cu.mt /10 Sqmt.
Providing murrum including spreading the
same and dressing the side slope & top
7 surface in required grade and camber with Cum 315.39
lead upto 15.0 km etc complete.
Providing and fixing guard stone as per
8 I.R.C. type design including white washing 78.00 Each 350.80
etc. complete.(ii) Fixing in C.C. 1:5:10
Road marking with hot applied
thermoplastic paints with reflectorising
glass beads on bitumin surface providing
and laying a hot applied thermoplastic
compound 2.5 mm thick including
reflectorising glass beads @ 250gms per
sqm area, thickness of 2.5mm is excluding
of surface applied glass beds as per IRC:35-
2015. The finished surface to be level,
uniform and free from streaks and holes.
zebra patta /bump patta lane/center line/
edge line/cut patta. The white color
marking should provide liminance
coefficinet on cemend road shalll be min
130 mcd/m2/lux and Asphalt road shall be
min 100 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 IRC 35-2015. Warranty for
the Retro reflectivity should be two years.
Cautionary Warning Sign :-Providing and
fixing sing board made out of 2 mm
10 aluminium sheet: Size 90*90**0cms. 1.00 No 3808.65
quilateral 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; 3.1m long stand
postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm, 75 x 75 x
6mm as required; painted with bestquality
epoxy coatings in black and white bends.
The details of symbol foreach 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) Engineer Grade(VR)
Cat Eye / Road Stud / RPM: Supplying of
Molded Twin Shanks Raised Pavement
Markers made of polycar-bonate and ABS
moulded body and reflective panels with
micro prismatic 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
mm and with minimum reflective area of No. 326.23
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 +/-
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 manufacturers
recommendation and The color of the
marker should be as per the IRC 35-2015
and as directed by Engineer-in-charge.
Providing and fixing Hectometer as per
I.R.C. type design including painting,
12 lettering etc. complete.(ii) Fixing in C.C. 12.00 Nos. 356.50
I/We am/are willing to carry out 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 of In In
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 detailed specification and 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. G.R.: No. MIS 102010/17/K1, dtd. 30/07/2018 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
i.e. RS 5449.00/MT mentioned in all the tender.
Deputy Executive Engineer Executive Engineer
Irrigation Sub Division Bhavnagar Irrigation Project Division
Mahuva Bhavnagar
Signature of Contractor
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SBD Nikol BDR Asphalt Road.pdf
BOQ Nikol HR Gate.pdf
Online Tender Notice No.01 of 2026-27.pdf
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