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Tender Value
₹10.9 Cr
EMD Value
₹10.9 L
Closing Date
6 Aug 2026, 6:00 pmClosed
Executive Engineer R and B Division, Palanpur
Resurfacing and Strengthening Vadgam- Memadpur- Panchada- Sisrana- Mumanvas Road, Km 0/00 to 29/980 (MDR( (Work in Ch. 0/0 to 18/00) (5th Attempt)
328154
11 of 2026-27
Open
Civil - All
Works
Banaskantha
15 documents required · 15 mandatory
₹18,000
Executive Engineer, R and B Division, Palanpur
₹10.9 L
28 Jul 2026
28 Jul 2026
28 Jul 2026
6 Aug 2026
28 Jul 2026
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
1 Clearing and grubbing road land including uprooting 9.00 Hector 28393.04 Rupees Twenty Eight
rank vegetation grass bushes, shrubs, sapling and trees Hector Thousand Three
Hundred Ninety Three
girth up to 300 mm removal of stumps of trees cut earlier And Paise Four Only
and disposal of unserviceable materials
(C) By mechanical means in area of light jungle
2 Demolition and disposal of unserviceable materials with 78.00 Cu.M. 536.09 Rupees Five Hundred
all lead and lift. Cu.M. Thirty Six And Paise
(ii) Unreinforced cement concrete
3 Providing all weather diversion with necessary 200.00 Rmt. 1649.33 Rupees One
earthwork for 7.00 mt top width using WMM, GSB sub Rmt. Thousand Six Hundred
Forty Nine And Paise
base i.e. 9.00mt top width and bottom width as required Thirty Three Only
including maintenance the diversion up to completion of
work removing all unserviceable materials and stacking
of useful materials as directed by engineer in charge
4 Scarifying gravelled macadam or bitumen macadam 126000.00 Sq.Mt. 39.62 Rupees Thirty Nine
surface 6 cm.To10 cm. Depth including stacking useful Sq.Mt. And Paise Sixty Two
materials on road side and disposing of remaining stuff.
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
5 Box cutting the road surface to proper slop and camber 3006.00 Cu.M. 103.89 Rupees One Hundred
for making a base of road work including removing the Cu.M. Three And Paise
Eighty Nine Only
excavated stuff and depositing on the road side slope as
directed with all lead and lift.
breaking clods, dressing, with all, lead and lift CBR not Cu.M. Three And Paise
Eighty Nine Only
less than 6% (excluding watering and consolidation)
(A) From Borrow pits within land width
7 Rolling & watering of Earth work in layers with vibratory 11250.00 Cu.M. 22.48 Rupees Twenty Two
roller including filling in depressions which occur during Cu.M. And Paise Forty Eight
the process.
8 Construction of granular sub-base by providing well 1031.00 Cu.M. 965.56 Rupees Nine Hundred
graded material, (Metal 25.60 mm to 53 mm 35%, B.T. Cu.M. Sixty Five And Paise
Fifty Six Only
Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand
below 2.38 mm 20% }spreading in uniform layers with
motor grader on prepared surface, mixing by mix in
place method with rotavator at OMC, and compacting
with smooth wheel roller to achieve the desired density,
complete as per Technical Specification Clause
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
9 Providing and laying W.B.M. of B.T.M.C. metal of size 1503.00 Cu.M. 1401.88 Rupees One
45 mm to 63 mm size including 20% Grit {Stone Cu.M. Thousand Four
Hundred One And
screening} & stone dust as filler including spreading, Paise Eighty Eight
watering & consolidation by vibratory roller 80KN to Only
100KN static weight.
10 Providing, laying, spreading and compacting graded 1160.00 Cu.M. 1139.28 Rupees One
B.T.M.C. stone aggregate to wet mix macadam Cu.M. Thousand One
Hundred Thirty Nine
specification including premixing the Material with water And Paise Twenty
at OMC in mechanical mix plant carriage of mixed Eight Only
Material by tipper to site, laying in uniform layers with
paver in sub- base / base course on well prepared
surface and compacting with vibratory roller to achieve
the desired density.
11 Providing and applying primer coat with bitumen 10020.00 Sq.Mt. 57.92 Rupees Fifty Seven
emulsion SS-1 on prepared surface of granular sub Sq.Mt. And Paise Ninety Two
base including clearing the road surface and spraying
primer at the rate of 7.50 Kg. / 10 Sq.Mt.
12 Providing and laying 37.5 mm thick bituminous 827.00 M.T. 2396.84 Rupees Two
macadam with B.T. Aggregates as per M.O.R.T.& H M.T. Thousand Three
Hundred Ninety Six
gradation and asphalt grade VG-30 for tack coat @ 2.50 And Paise Eighty Four
Kg / 10 Sq.Mt. and mixing @ 34.00 Kg. / M.T. i.e. 3.4% Only
by total weight of the mix, including heating the
aggregates and asphalt by continuous batching of Drum
mix plant and spreading the same by paver finisher and
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
consolidation with vibratory roller 80 to 100 KN static
weight including providing all materials, equipment's,
tools and plant, oil, kerosene, firewood, labour charges
etc. comp. using contractor's own machineries, drum
mix plant and paver finisher etc. complete.
13 Providing and laying 50 mm thick bituminous macadam 14734.00 M.T. 2495.56 Rupees Two
with B.T. Aggregates as per M.O.R.T.& H gradation and M.T. Thousand Four
Hundred Ninety Five
asphalt grade VG-30 for tack coat @ 2.50 Kg / 10 Sq.Mt. And Paise Fifty Six
and mixing @ 34.00 Kg. / M.T. i.e. 3.4% by total weight Only
of the mix, including heating the aggregates and asphalt
by continuous batching of Drum mix plant and spreading
the same by paver finisher and consolidation with
vibratory roller 80 to 100 KN static weight including
providing all materials, equipment's, tools and plant, oil,
kerosene, firewood, labour charges etc. comp. using
contractor's own machineries, drum mix plant and paver
finisher etc. complete.
14 Providing and laying 25 mm thick Semi Dense 7592.00 M.T. 3052.64 Rupees Three
Bituminous concrete using stone chipping and M.T. Thousand Fifty Two
And Paise Sixty Four
aggregates as per M.O.R.T. & H gradation and asphalt Only
grade VG-30 for mixing at the rate of 50.0 Kg. / M.T. i.e.
5.0% by total weight of mix, including heating the
asphalt and aggregates by continuous batching of drum
mix plant and spreading the same by paver finisher and
consolidation with vibratory roller and including providing
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
all materials equipment's, tools and plant, oil, kerosene,
firewood, labour charges etc. comp. using contractor's
own machineries, drum mix and paver finisher etc.
15 Providing Murrum for side shoulder of 100 mm thick for 2700.00 Cu.M. 618.35 Rupees Six Hundred
embankment using Murrum with all lead and lift and Cu.M. Eighteen And Paise
Thirty Five Only
including watering and rolling and consolidation of sub
grade in layers at OMC to required dry density including
filling depression which occur during the process using
vibratory roller of 80 KN to 100 KN.
16 Excavation for foundation upto 1.5 M. depth including 3116.00 Cu.M. 117.08 Rupees One Hundred
sorting out and stacking of useful materials and Cu.M. Seventeen And Paise
Eight Only
disposing of excavated stuff with all lead.
(A) Loose or soft soil
17 Providing and laying cement concrete 1:3:6 (1cement : 3 363.00 Cu.M. 2895.02 Rupees Two
coarse sand : 6 B.T. Crushed stone aggregates 40 mm. Cu.M. Thousand Eight
Hundred Ninety Five
nominal size) and curing complete excluding cost of And Paise Two Only
from work in : (a) Foundation and plinth
18 Providing and casting in situ ordinary cement concrete 3139.00 Cu.M. 3670.12 Rupees Three
M150 mix and providing necessary pin headers Cu.M. Thousand Six Hundred
Seventy And Paise
including shuttering, scaffolding, laying vibrating curing Twelve Only
and finishing complete without V Grooves.
(A) All Height
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
19 Providing TMT Bar FE 500 reinforcement for R.C.C. 16700.00 Kg. 76.21 Rupees Seventy Six
work including bending, binding and placing in position Kg. And Paise Twenty One
complete upto floor two level.
20 Providing & laying weep hole in Abutments, and returns 1050 No. 82.57 Rupees Eighty Two
by using A.C. / PVC pipe of 100mm including laying in Nos. And Paise Fifty Seven
proper grade and jointing the completed as per detailed
specification.
21 Brick work using common burnt clay building bricks 264.00 Cu.M. 4289.33 Rupees Four
having crushing strength not less than 35 kg./Sq.Cm. in Cu.M. Thousand Two
Hundred Eighty Nine
foundation and plinth in Cement Mortar 1:6 (1- Cement : And Paise Thirty Three
6 -fine sand)\ Only
(B) Conventional.
22 Providing 15mm thick cement plaster in single coat on 1004.00 Sq.Mt. 174.98 Rupees One Hundred
Rough (Similar)side of single or half brick walls for Sq.Mt. Seventy Four And
Paise Ninety Eight
interior plastering upto floor two level and finished even Only
and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)
23 Supplying and fixing reinforced concrete heavy duty 63.00 Rmt. 3246.19 Rupees Three
non-pressure pipes with collars for culverts including Rmt. Thousand Two
Hundred Forty Six And
setting and joining the pipes in C.M. 1:2 watering and Paise Nineteen Only
laying (To level of slops of I.S. 458 / 1971 Class NP3
casted by vertically vibrated technology of following
internal diameter
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
24 Providing & Laying 30 x 30 x 30 Cm Cement Concrete 2700.00 Sq.Mt. 1843.44 Rupees One
Block pitching Cast in Cement Concrete of Grade M-15 Sq.Mt. Thousand Eight
Hundred Forty Three
including providing panel wall at 3.0 M. C/C & providing And Paise Forty Four
30 x 60 cms at top & 30 x 90 cms bottom runner beam Only
in CC M 150, providing 10 cm CC 1:4:8 base concrete to
beam, panel wall & pro. 10 cm thick CC M-150 bedding
below pitching & cement pointing on rubble pitching
including dressing, watering and compacting existing
soil with all cost of all labour, materials machineries as
directed of engineer in charge.
25 Painting lines, dashes, arrows, letters etc on roads, Air 260.00 Sq.Mt. 123.44 Rupees One Hundred
fields and like in two coats with road marking paint, Sq.Mt. Twenty Three And
Paise Forty Four Only
brushing including cleaning the surface of all dirt, dust
and other foreign matter.
(i) Over 10cm in width.
26 Providing and fixing ordinary Kilometer stone of pre-cast 15 No. 1290.57 Rupees One
C.C 1:2:4: including necessary reinforcement as per Nos. Thousand Two
Hundred Ninety And
I.R.C type design fixing in C.C.1:4:8: including lettering Paise Fifty Seven Only
and painting etc. complete. (For NH., SH.,M.D.R.)
27 Providing and fixing 5th K.M. stone of precast C.C. 3 No. 1935.15 Rupees One
1:2:4: including necessary reinforcement as per I.R.C. Nos. Thousand Nine
Hundred Thirty Five
type design fixing in C. C. 1:4:8: including painting and And Paise Fifteen Only
lettering etc. complete (For N.H., S.H., and M.D.R.)
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
28 Providing and fixing Pre Cast hectometer stone as per 69 No. 356.50 Rupees Three
I.R.C. type design including painting, lettering etc. Nos. Hundred Fifty Six And
Paise Fifty Only
(I) Fixing in CC 1:5:10
29 Providing and fixing indicator stone as per I.R.C. type 815 No. 343.27 Rupees Three
design including painting, lettering etc. complete. Nos. Hundred Forty Three
And Paise Twenty
(I) Fixing in CC 1:5:10 Seven Only
30 Providing and fixing guard stone as per IRC type design 1833 No. 98.63 Rupees Ninety Eight
including white washing etc. comp. Nos. And Paise Sixty Three
(i) Fixing in earth
31 Road Marking with Hot applied thermoplastic paints with 3425.00 Sq.Mt. 367.72 Rupees Three
Reflectorising glass beads on Bitumen surface. Sq.Mt. Hundred Sixty Seven
And Paise Seventy
Providing & Laying a hot applied Thermoplastic Two Only
compound 2.5 mm thick including reflectorising glass
beads @ 250 gms. Sqm. Area thickness of 2.5 mm is
excluding of Surface applied glass beads as per IRC
:35-2015. The finished surface to be level , uniform and
free from streaks and holes Zebra patta / bump patta
lane / centre line / edges/ Cut patta. The white colour
marking should provide luminance coefficient on cement
road shall be min. 130 mcd/m2/lux and Asphalt road
shall be minimum 100 mcd/m2/lux during the service life
during the dry time. The marking should meet the
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
performance criteria for night time / reflectivity, wet
reflectivity and skid resistance as mentioned in the
section-15 of IRC 35 - 2015. Warranty for Retro
Reflectivity Two Year
32 Cat Eye 1 Road Stud I RPM: Supplying of Molded Twin 4059 No. 326.23 Rupees Three
Shanks Raised Pavement Markers made of Nos. Hundred Twenty Six
And Paise Twenty
polycarbonate and ASS moulded body and reflective Three Only
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
Kgs. tested In accordance to ASTM D 4280 Type Hand
complying to Specifications of Category A of MORTH
Circular No RW/NHI33023/10-97- DO 111 to 11.06.
1997. The height, width and length shall not exceed
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 Kg.f.
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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
33 Chevron Sign {DOUBLE} : 170 No. 5731.75 Rupees Five
Providing and Fixing Sign Boards made out of 1.5 mm Nos. Thousand Seven
Hundred Thirty One
aluminium Sheet / 3mm ACP (Aluminium Composite And Paise Seventy
Panel); Size 60 x 50 cm as per design of IRC-67-2012. Five Only
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 reflective sheeting 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 6 mm / 6SNB
Circular MS Pipe as required and frame fabricated from
suitable size iron angle of 50 x 50 5 mm; painted with
best quality 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 C 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
(A) Class-B Type-4 Retro Reflective Sheeting)
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
34 Village name Sign :- 38 No. 6397.43 Rupees Six Thousand
Providing and fixing sign boards made out of 2mm Nos. Three Hundred Ninety
Seven And Paise Forty
aluminium sheet / 4mm ACP (Aluminium composite Three Only
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 refiective sheeting
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
x 3mm; painted with best quality 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 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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
35 Cautionary Warning Sign :- 84 No. 3906.19 Rupees Three
Providing and fixing sign boards made out of 2mm Nos. Thousand Nine
Hundred Six And
aluminium sheet / 4mm ACP (Aluminium composite Paise Nineteen Only
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 High Intensity Prismatic Grade retro
refiective sheeting 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 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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
36 Place identification sign 8 No. 12341.52 Rupees Twelve
Providing and Fixing sign board made out of 2 mm Nos. Thousand Three
Hundred Forty One
aluminium sheet size 150 x 90 cms. Rectangle as per And Paise Fifty Two
the design of IRC-67-1977. Pretreated with phospheting Only
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
MOST specification ; Letter and numerals should be as
per IRC - 30-1968 ; 3.1 m long (2nos) Stand post and
frame fabricated from suitable size iron angle of
50x50x5 mm. 75x75x6m as required ; painted with best
quality 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 block of size 45x45x60
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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
37 Direction (Junction) Sign :- 4 No. 21287.51 Rupees Twenty One
Providing and fixing sign boards made out of 2mm Nos. Thousand Two
Hundred Eighty Seven
aluminium sheet / 4mm ACP (Aluminium composite And Paise Fifty One
Panel); size 244x122 cms. rectangular as per design of Only
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 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
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
38 Hazzard Marker : 30 No. 3518.69 Rupees Three
Providing and Fixing sign board made out of 2 mm Nos. Thousand Five
Hundred Eighteen And
aluminium sheet size 90x30 cms. Rectangle as per the Paise Sixty Nine Only
design / drawing attached (IRC) 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 MOST specification; 3.1 m long Stand post and
frame fabricated from suitable size iron angle of
35x35x3 mm, 50x50x5 painted with best quality 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 block of size 45x45x60 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
39 Regulatory / Mandatory Sign :- 144 No. 3540.12 Rupees Three
Providing and fixing sign boards made out of 2mm Nos. Thousand Five
Hundred Forty And
aluminium sheet / 4mm ACP (Aluminium composite Paise Twelve Only
Panel); size 60 cms. Dia Circle as per design of IRC-67-
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
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 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 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.
40 Type - B, "THRIE" : Metal Beam Crash Barrier Providing 1400.00 Rmt. 4630.85 Rupees Four
and erecting a "Thrie" W - metal beam crash barrier Rmt. Thousand Six Hundred
Thirty And Paise
comprising of 3 mm thick corrugated sheet metal beam Eighty Five Only
rail, 85 cm above road/ground level, fixed on ISMC
series channel vertical post, 150 x 75 x 5 mm spaced
m centre to centre, 2 m high with 1.15 m below ground
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
level. The vertical post fixing at site shall be in M25
grade Cement concrete of size 35 x 35 x 120 cms. for
each post including excavation curing etc. complete. All
steel parts and fitments to be galvanised by hot dip
process, all fittings to confirm to IS:1367 and IS:1364,
metal beam rail to be fixed on the vertical Post with a
spacer of channel section 150 x 75 x 5 mm, 550 mm
long complete as per Mirth Specification clause
including butt welding to all nuts & bolts & including
mm ACM type reflector 100 mm wide & 4.5 m long, type
-4 class B High intensity Grade Sheeting as per IRC
67:2012 etc. complete as per instruction of Engineer In
Charge. Also radium red/yellow colour strip of size 100 x
300 mm shall be fixed on vertical front side of post for
better night visibility. The spacer, post, thrie beam rail
shall be Cold roll formed & galvanized with 550 gm/
square meter.
41 Tree Guard sign :-Providing & fixing sign board made 720 No. 531.26 Rupees Five Hundred
out of 2mm aluminium sheet / 3mm ACP (Aluminium Nos. Thirty One And Paise
Twenty Six Only
composite Panel) , size 30cms diameter circle,
pretreated with phospheting process and acid etching,
painted 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. A
warranty for 10 years for the Retro reflective sheeting
Quantity Estimated Rate Total Amount
Quantity Estimated Rate Total Amount
Item According to
Description of Item (with brief specification) But may be Unit
No. more or In Figure Estimated
In words Quantity
less Rs. Ps.
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.
0 TOTAL AMOUNT PUT TO TENDER 0.00
0 TOTAL AMOUNT PUT TO TENDER 0.00
Rupees Ten Crore Eighty Seven Lakh(s) Sixty Four Thousand Four Hundred Forty And Paise Ninety Only
I/am we/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 put to tender * Estimated amount put to tender
Deduct :_____ %below Rs.________________ Add :_____ %above Rs.________________
Net Rs. ______________________ Total Rs. ______________________
In words ___________________________ In words __________________________
{* Strike whichever is not applicable.}
Signature of Executive Engineer
contractor R. & B. Division
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.: 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.
Signature of Executive Engineer
contractor R. & B. Division
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details.html
RAW_HTML
6_ Govt GR.pdf
BOQ Vadgam Memadpur.pdf
Corrigendum Vadgam Memadpur.pdf
PQ Form.pdf
SBD Vadgam Memadpur Part 1.pdf
SBD Vadgam Memadpur Part 2.pdf
SBD Vadgam Memadpur Part 3.pdf
Specifications - Vadgam Memadpur.pdf
Performance Bond and Bitumen date.pdf
Corrigendum Vadgam Memadpur 5th Attempt.pdf
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