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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
₹3.7 Cr
EMD Value
₹3.7 L
Closing Date
16 Feb 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’s office, Valsad (R&B) Division,
Strengthening of Sanjan Bypass road K.M. 0/000 to 2/200 (SH) Ta. Umargam Dist. Valsad
269470
41 Of 2025-26
Open
Civil - All
Works
Valsad
8 documents required · 8 mandatory
₹6,000
Yes
Executive Engineer, Valsad (R&B)Division, Valsad
₹3.7 L
Yes
27 Jan 2026
27 Jan 2026
27 Jan 2026
16 Feb 2026
27 Jan 2026
Bill of Quantity
Memorandum showing items of work to be carried out
Item of work Quantity Unit In Amount
Picking of the bituminous surface using JCB excavator
or by any mechanical means, cleaning and removal of
loose and unsuitable material on the road surface
including cost of fuel, oil, lubricant, labour charges and
disposal of loose unsuitable material from site to the
disposal site as directed by Engineer in charge.
Box cutting the road surface to proper slope and camber
for making a base for road work including removing the
2 excavated stuff and depositing on the road side slope as 3209.00 Cum 104.04
directed upto 50Mt.lead.
Earth work for embankment including breaking clods,
dressing with all lead and lift including watering, rolling
and consolidation of sub grade in layers at O.M.C to
required dry density including filling the depression
which occur during the process using vibratory roller
to 10 Tonne (E) From borrow area within 3.0 Km. lead
Construction of granular sub-base 200 mm thick by
providing machine crushed B.T. material satisfying
MORT&H specification (Fifth revision) of grading V
including spreading in uniform layer with motor grader
4 on prepared surface, mixing by mix in place method 882.00 Cum 768.61
with rotavator at OMC and compacting with vibratory
roller to achieve the desired density etc. complete.
Construction of granular sub-base 200 mm thick by
providing machine crushed B.T. material satisfying
MORT&H specification (Fifth revision) of grading III
including spreading in uniform layer with motor grader
5 on prepared surface, mixing by mix in place method 801.00 Cum 753.46
with rotavator at OMC and compacting with vibratory
roller to achieve the desired density etc. complete.
Item of work Quantity Unit In Amount
Providing and laying wet mix macadam base course
mm thick in two layers as per MORTH specification
using machine crushed B.T. chips as per required
gradation, mixing with required optimum quantity of
water, conveying the mix to site of work, spreading in to
grade and camber with paver/mechanical means and
6 consolidation each layer with vibratory roller to aschieve 1454.00 Cum 978.69
the desired density including cost of material labour
plant and equipment etc. complete.
Providing and applying priming coat with Emulsion SS-
I at the rate of 7.50 kg/ 10 Sq.mt. including cost of
7 asphalt and preparing the surface heating, and applying 5565.00 Sqm 63.45
Providing and laying Bituminous Grout 75 mm thick
compacted with B.T. aggregate as per M.O.R.T. & H.
specification and using emulsion (RS1) as per IS -
for tack coat @ 2.50 KG. / 10 Sq.m. with mechanical
sprayer and Bulk asphalt VG-30 for mixing @ 19.90 KG.
/ M.T. i.e. 1.99 % of total weight of mix, including
heating and mixing asphalt and aggregate by
continuous of by Batch mix plant and hot laid process
8 laying with paver finisher and consolidation with roller 835.00 MT 2061.41
as per M.O.R.T. & H specification to achive desire
density, including cost of labour, materials and plant,
fuel, oil, kerosene, labour charges etc. complete using
contractor's own machinery drum mix plant and paver
finisher etc. complete.
Providing and laying 50 mm thick Dense graded
bituminous macadam with tack coat at 2.50 Kg/10
Sq.mt. of Emulsion RS-I by mechanical sprayer and
using stone chips as per MORT&H gradation and
asphalt VG-30 grade @ 4.50% (As per mix design)by
total weight of mix for binder by batch mix hot laid
9 process including transporting the mix and spreading 2910.00 MT 3251.19
the same by paver finisher and consolidation by
vibratory roller including providing and operating
required drum mix plant & machinery cost of fuel,
asphalt, oil, lubricant & labour charges etc. complete.
Item of work Quantity Unit In Amount
Providing and laying 30 mm thick compacted
Bituminuous Concrete using stone chips as per
MORT&H gradation & VG-30 grade asphalt for mixing
@ 5.50% (As per mix design) by weight of total mix for
binder including heating the aggregate and asphalt by
Batch mix plant and spreading the same by sensor paver
10 finisher and consolidation with vibratory roller 1663.00 MT 3597.62
including providing all materials, equipments, tools and
plants, oil, kerosene, fire wood, labour charges etc.
Providing and laying quarry spall of approved quality
including spreading, watering consolidation with
11 vibratory roller including loading and unloading etc. 660.00 Cum 527.22
Earth work in cutting in all sorts of soil and soft murrum
including conveying and spreading the stuff
embankment as and where directed within 200 meter
12 from the end of cutting with all required lead and lift. 1815.00 Cum 128.06
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
13 Asphalt road shall be min 100 mcd/ m2/ lux during the 930.00 Sqm 367.72
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.
Item of work Quantity Unit In Amount
Supply and Apply Rumbble Strips Road marking with
hot applied thermoplastic paints with reflectorising glass
beads on bitumin surface providing and laying a hot
applied thermoplastic compound 8 mm thick including
reflectorising glass beads @ 250gms per sqm area,
14 thickness of 8mm is excluding of surface applied glass 180.00 Sqm 1772.55
beds as per IRC:35-2015. The finished surface to be level,
uniform and free from streaks and holes.
Supply and fixing cats eye (Stimsonite) made out of
Acrilo beautile sterine injuction high compressed
molding with reflector made of MMC (prismatic type)
15 size 12 cms x 6 cms x 2.5 cms, provided with bituminous 1493.00 Nos. 375.72
adhesive 100 g. with each unit for fixing (High Intensity
Direction sign (Junction board):-Providing and fixing
sing boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum 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 Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.)
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
foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof
16 size 45 x 45 x 60 Cms. for each leg.including excavation, 3.00 Nos. 26572.09
curing etc.complete under the supervision of engineer in
charge. A warranty for 10 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. (A) Class-C Type-11 Retro Reflective sheeting
Item of work Quantity Unit In Amount
Cautionary Warning Sign :-Providing and fixing sign
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90 x 90 x 90 cms.
equilateral triangle 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 Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.6mtr long stand
post of 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
foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof
17 size 45 x 45 x 60 Cms. for each leg.including excavation, 18.00 Nos. 5077.27
curing etc.complete under the supervision of engineer in
charge. A warranty for 10 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. (A) Class-C Type-11 Retro Reflective sheeting
Hazard Marker Sign :-Providing and fixing sign boards
made out of 2.0 mm aluminium sheet / 4 mm ACP
(Aluminum composite Panel); size 90x30 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 Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 1.8mtr long stand post
of 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 foreach
board shall be as per theinstruction 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
Item of work Quantity Unit In Amount
curing etc.complete under the supervision of engineer in
charge. A warranty for 10 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. (A) Class-C Type-11 Retro Reflective sheeting
Village name Sign :-Providing and fixing sign boards
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90x60 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 refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.3mtr 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 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
19 each leg including excavation, curing etc.complete under 3.00 Nos. 6313.51
the supervision of engineer in charge. A warranty for
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
Item of work Quantity Unit In Amount
Facility Informatory Sign :-Providing and fixing sign
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 80 x 60 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 Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.6mtr long stand post
of 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 foreach
board shall be as per theinstruction 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 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. (A) Class-C Type-11 Retro Reflective sheeting
Regulatory / Mandatory Sign :-Providing and fixing
sign boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 60 cms Dia
Circle 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 Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 3.6mtr long stand post of
75 x 75 x 6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of 35 x
x 3mm; painted with bestquality epoxy coatings in black
and white bends. The details of symbol foreach board
shall be as per theinstruction of engineer in charge. The
fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg.including excavation, curing
21 etc.complete under the supervision of engineer in 4.00 No. 4618.73
Item of work Quantity Unit In Amount
21 etc.complete under the supervision of engineer in 4.00 No. 4618.73
charge. A warranty for 10 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. (A) Class-C Type-11 Retro Reflective sheeting
STOP Sign :-Providing and fixing sign boards made out
of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90 cms Octagone 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
Micro Prismatic Grade retro refiectivesheeting of Type-
11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of 75 x
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 foreach board shall
be as per theinstruction of engineer in charge. The fixing
at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.
22 for each leg.including excavation, curing etc.complete 4.00 No. 7213.42
under the supervision of engineer in charge. A warranty
for 10 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. (A)
Class-C Type-11 Retro Reflective sheeting
Item of work Quantity Unit In Amount
Route Marker sign :-Providing and fixing sign boards
made out of 2.0 mm aluminium sheet / 4 mm ACP
(Aluminum composite Panel); size 60x45 cm rectangular
plus 30x25cm additional plate 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
Micro Prismatic Grade retro refiectivesheeting of Type-
11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x
x 6mm / 65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35x 35 x 3mm;
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
23 engineer in charge. A warranty for 10 years for the Retro 4.00 No. 5108.58
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. (A) Class-C Type-11 Retro
Reflective sheeting
Item of work Quantity Unit In Amount
Chevron sign :-Providing and fixing sign boards made
out of 1.5mm aluminium sheet / 3mm ACP (Aluminum
composite Panel); size 60x50 cm 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
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
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
24 blockof size 45 x 45 x 60 Cms. for each leg.including 10.00 No. 4681.35
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
Metal Beam Crash Barrier:-Type - A, "W" : Metal
Beam Crash Barrier (Providing and erecting a "W"
metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 70 cm above
road/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre,
m high, 1.1 m below ground/road level, all steel
parts and fitments to be galvanised by hot dip process,
25 all fittings to conform to IS:1367 and IS:1364, metal beam 500.00 Rmt 4114.23
rail to be fixed on the vertical post with a spacer of
channel section 150 x 75 x 5 mm, 330 mm long complete
as per clause 810)
Item of work Quantity Unit In Amount
Providing and fixing guard stone as per I.R.C. type
design including white washing etc. complete.(ii) Fixing
Providing and fixing ordinary kilometer stone of precast
C.C. 1:2:4 including necessary reinforcement as per
27 I.R.C. type design in C.C. 1:4:8 including painting and 3.00 Nos. 1290.56
lettering etc. complete.
Providing and fixing hectometer as per I.R.C. type
design including painting lettering etc. complete fixing
Excavation for foundation up to 1.50 mt depth including
sorting out and stacking of useful material and
disposing of the excavated stuff up to 50 mt. lead (1)
Loose or soft soil
Providing and filling in foundation with ordinary
cement concrete M.100 mix and providing necessary
vertical pin headers including form work vibrating
30 ramming and curing complete. 304.50 Cum 3240.34
Providing and casting in situ ordinary cement concrete
M.150 mix and providing necessary pin headers
including shuttering, scaffolding, laying, vibrating and
31 finishing without "V" grooves height 0.0 mt. to 5.00 mt. 540.00 Cum 3887.92
Providing and laying rubble pitching of 22.50 cm. thick
with filling the sand in the interstices & C.C. 1:3:6
panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel
wall as per the detailed drawing with necessary
excavation and providing water chuts of C.C. 1:3:6 at
24.00 mt. C/C providing pointing on rubble pitching in
CM 1 : 3 etc. complete.
Dismentalling the existing structure including removing
and stacking the dismentalled materials as and where
directed (A) R.C.C. work
Item of work Quantity Unit In Amount
Providing and casting in-situ ordinary cement concrete
M150 mix and providing necessary pin headers
including shuttering, scaffolding, laying, vibrating and
34 finishing without V-grooves (A) Height from 0.0 to 5 Mt. 160.00 Cum 3813.32
Providing and fixing in position ISI mark TMT (Fe-500)
bar for temperature reinforcement for mass concrete
pier/abutment returns including cutting bending and
35 tying as required complete 17.95 MT 73217.52
Supplying and fixing reinforced concrete heavy duty
non pressure pipes with collars of required length for
culverts carrying heavy traffic as per Indian Railway
Standard Specifications including setting the pipes in
C.M. 1:2 watering and laying (to level or slope)of class
NP4 900mm diameter.
Providing and filling sand around the pipe including
hand packing ramming, watering, filling measure boxes
etc. complete as directed.
Finishing Wall with weather proof exterior emulsion
paint on wall surface (two coats) to give an required
shape even shade after throughly brushing the surface
38 to remove all dirt, and remains of loose powdered 164.00 Sqm 114.53
materials etc. complete
Numbering the CD work with approved paint including
39 all materials for painting etc. 6.00 No 58.80
Excavation for foundation up to 1.50 mt depth including
sorting out and stacking of useful material and
disposing of the excavated stuff up to 50 mt. lead (1)
Loose or soft soil
Providing and casting in situ controlled cement concrete
M-200 for R.C.C. return as per drawings including
centering shuttering, scaffolding where necessary,
41 laying vibrating, curing and finishing complete.(A) 322.00 Cum 5064.66
Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC
Item of work Quantity Unit In Amount
Filling available excavated earth (excluding rock) in
trenches. plinth, sides of foundations etc. in layers not
42 exceeding 20 cm. in depth consolidating each disposited 991.00 cum 130.39
layer by ramming and watering.
Rupees Three Crores Sixty Five Lakhs Eleven Thousand Two Hundred Sixty Three and Paise
I/We am/are willing to carry out the work at ………………………………………………..% above/below
(percent should be written in figures and words) of the estimated rates mentioned above. Amount of my/our
tender works out as under.
*Estimated amount *Estimated amount
Put to tender Rs…36511263.9 Put to tender Rs.36511263.9
Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….
Net Rs. …………………….… Total Rs. ………….…
*( please strike out whichever is not applicable)
Note 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.
Note 2:- The labour cess will be deducted as per prevailing rules ie. 1% of the work done.
Note 3:- GST and Income tax TDS will be deducted at a source while making payments of bills.
Note 4:- In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:
PRC-10/2017 Cement Consumption/16/C, Date:11/05/2017 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
Note 5:- To be continued on additional sheet,if found necessary.
Signature of Bidder Executive Engineer
Valsad ( R&B ) Division
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