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Tender Value
₹7.1 Cr
EMD Value
₹7.1 L
Closing Date
7 Aug 2026, 6:00 pmClosed
Executive Engineer, R&B Division, Bhuj
Improvement of Existing Road Ch. 32/880 To 39/430 of Ratnal Village of NH-341, Dist:Kachchh
327320
29 For 2026-27
Open
Civil Works - Roads
Works
Kutch
14 documents required · 14 mandatory
₹12,000
Executive Engineer, R and B Division, Bhuj
₹7.1 L
24 Jul 2026
24 Jul 2026
24 Jul 2026
7 Aug 2026
24 Jul 2026
Name of work :-
Improvement of Existing Road Ch. 32/880 To 39/430 of Ratnal Village
of NH-341, Dist:Kachchh
Bill of Quantity
Memorandum showing items of works to be carried out.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
No. Estimated In Figures In Words
but may be estimated Quantities
1 3.69 Clearing and grubbing road land 28455.37 Rupees Twenty HCT
including uprooting rank vegetation Eight
grass bushes,shrubs,sapling and Thousand Four
trees girth up to 300 mm removal Hundred Fifty
of stumps of trees cut earlier and Five And Paise
disposal of unserviceable materials Thirty Seven
(C) By mechanical means in area of Only
light jungle ( SOR 2024-25 No
2 3000.00 Scarifying existing bituminous 6.16 Rupees Six SMT
surface to a depth of 50 mm by And Paise
mechnical means Hydraulic Sixteen Only
excavator (scarifying the existing
bituminous road surface to a depth
of 50mm and disposal of scarified
material with in all lifts and lead
upto 1000metres. ( NH SOR
3 1800.00 Box cutting the road surface to 109.24 Rupees One CMT
proper slope and camber for Hundred Nine
making a base of road work And Paise
including removing the excavated Twenty Four
stuff and depositing on the road Only
side slope as directed upto50 mts,
4 600.00 Construction of Grannular sub 1155.42 Rupees One CMT
base of 200 mm thick in by Thousand One
providing GSB Gr - I coarse graded Hundred Fifty
material using B.T Metal 26.5mm Five And Paise
to 53 mm @ 35 % ,26.5mm to Forty Two Only
4.75mm 45% & Below 2.36mm
% in uniform layer with motor
grader on prepared surface mxing
by mix in place method with
vibratory roller to achive the
desired density complete as per
close 401. (As per RA)
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
5 750.00 Providing and laying, spreading and 1082.13 Rupees One CMT
compacting 125mm thick graded Thousand
stone aggregate in two layers to Eighty Two And
Wet Mix Macadam specification Paise Thirteen
including premixing the material Only
with water at OMC in mechanical
mix plant carraige of mixed
material by tipper tp site, laying in
uniform layers with mechanical
means in sub-base /base course on
well prepared surface and
compacting with vibratory roller to
achieve the desired density. (As
6 984.00 Providing 80mm thick compacted 517.73 Rupees Five CMT
side shoulder of quarry spall on Hundred
road site including collection of Seventeen And
material spreading, rolling of Paise Seventy
watering etc. complete as directed. Three Only
7 3000.00 Providing & applying evenly 62.91 Rupees Sixty SMT
priming coat with bitumen Two And Paise
Emulsion (SS1) on prepared Ninety One
surface of granular base including Only
cleaning of road surface and
sparying primer at the rate of
7.50 Kg. / 10 Smt using using
mechanical means. (As per RA)
8 8179.00 Providing and laying 50.00 mm 4851.03 Rupees Four MT
thick Dense bitumenous macadam Thousand
(DBM) using crushed stone Eight Hundred
aggregate as per MORT & H Fifty One And
gradation and Emulsion (RS-1) for Paise Three
tack coat @ 2.5 kg/10smt. & VG-40 Only
grade bitumen at the rate of 4.50%
by weight of total mix (i.e. 45kg/mt
by wt. of total mix) for binding
including heating and mixing the
asphalt and aggregates in Batch
mix plant and transporting the mix
and spreading the same by Sensor
paver finisher and consolidation
with vibratory road roller including
using all necessary equipments,
tools, plants, including cost of all
materials, firewood, oil, lubricants,
labour charges etc. complete.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
9 4655.00 Providing and laying 30 mm thick 5598.50 Rupees Five MT
compacted .B.C with B.T. stone Thousand Five
chips as per MORT & H gradation Hundred
and asphalt VG - 40 for mixing at Ninety Eight
the rate of 5.50 % by weight of total And Paise Fifty
mix i.e (55.00 kg/MT by weight of Only
total mix) including heating the
asphalt and aggregates by
continuous batch mix plant &
spreading the same by paver
finisher including rolling &
consolidation with 10-12 tones
vibratory and power roller &
providing all materials,
equipments, tools & plants, fire
wood, oil, kerosene, labour charges
etc. and using contractor's own
machineries Batch mix plant and
paver finisher etc. complete. (As
10 3690.00 Earthwork for embankment 177.91 Rupees One CMT
including breaking clods, dressing Hundred
with all lead and lift and including Seventy Seven
watering rolling and consolidation And Paise
of subgrade in layers at O.M.C. to Ninety One
required dry density including Only
filling the depression which occur
during the process using power
roller 8T to 10T.(E) From Borrow
area within 3.0KM. lead 26004EA p
11 308.00 Providing and fixing indicator stone 343.27 Rupees Three No.
of approved stone as per I.R.C. type Hundred Forty
design in C. C. 1:4:8 including Three And
white washing etc. complete.(ii) Paise Twenty
Fixing in C.C. 1:5:10( As Per S.O.R Seven Only
12 3.00 Providing and fixing ordinary 1293.39 Rupees One No.
Kilometer stone of precast C.C. Thousand Two
1:2:4 including necessary Hundred
reinforcement as per I.R.C. type Ninety Three
design in C.C. 1:4:8 including letter And Paise
and paints etc. complete (For N.H., Thirty Nine
S.H. and M.D.R.) As Per S.O.R Only
I.Code : 26048, Sr No. : 89 Pg no.
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
13 0.00 Providing and fixing 5th Kilometer 1935.15 Rupees One No. -
stone of precast C.C. 1:2:4 Thousand Nine
including necessary reinforcement Hundred Thirty
as per I.R.C. type design in C.C. Five And Paise
1:4:8 including painting,lettering Fifteen Only
etc. complete (For N.H., S.H. and
M.D.R.) As per S.O.R. I.Code :
14 8.00 Providing and fixing Hectometer as 356.50 Rupees Three No.
per I.R.C. type design including Hundred Fifty
painting, lettering etc. complete.(ii) Six And Paise
Fixing in C.C. 1:5:10 As Per S.O.R. Fifty Only
I.Code. 26044 B Sr No. : 83 Pg no.
15 126.00 Providing and fixing guard stone as 350.80 Rupees Three No.
per I.R.C. type design including Hundred Fifty
white washing etc. complete.(ii) And Paise
Fixing in C.C. 1:5:10 ( SOR I .C. Eighty Only
16 2303.00 Road marking with hot applied 367.72 Rupees Three SMT
thermoplastic paints with Hundred Sixty
reflectorising glass beads on Seven And
bitumin surface providing and Paise Seventy
laying a hot applied thermoplastic Two Only
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. 26161 Page 220)
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
17 1277.00 Cat Eye / Road Stud / RPM: 326.23 Rupees Three No.
Supplying of Molded Twin Shanks Hundred
Raised Pavement Markers made of Twenty Six And
polycarbonate and ABS moulded Paise Twenty
body and reflective panels with Three Only
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,
mm and 130 mm and with
minimum reflective area of
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
18 1.00 Village Name Sign :-Providing and 6397.43 Rupees Six No.
fixing sign boards made out of Thousand
2mm aluminium sheet / 4mm ACP Three Hundred
(Aluminum composite Panel); size Ninety Seven
90x60 cms. rectangular as per And Paise
design of IRC-67-2012. Pre treated Forty Three
with phospheting process & acid Only
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; 3.3mtr 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 or
inscription/letters / 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 engineer in charge. A
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
19 2.00 Supplying and fixing road sign 3072.99 Rupees Three No.
board of M.S. plates and angle iron Thousand
including painting, lettering etc. Seventy Two
complete including fixing in C.C. And Paise
1:4:8 with necessary excavation Ninety Nine
etc. complete as per I.R.C. type Only
design.(ii) Reflective type S.O.R I
Code : 26054 B, Sr No. 99 Pg no.
20 16.00 Chevron sign :-Providing and fixing 3711.75 Rupees Three No.
sign boards made out of 1.5mm Thousand
aluminium sheet / 3mm ACP Seven Hundred
(Aluminum composite Panel); size Eleven And
60x50 cm as per design of IRC-67- Paise Seventy
2012. Pre treated with phospheting Five Only
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;
mtr long 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 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
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty for 10 years
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
21 4.00 Direction (Junction) Sign :- 21287.51 Rupees Twenty No.
Providing and fixing sign boards One Thousand
made out of 2mm aluminium sheet Two Hundred
/ 4mm ACP(Aluminum composite Eighty Seven
Panel); size 244x122 cms. And Paise Fifty
rectangular as per design of IRC-67- One Only
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 size 45 x 45 x
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty for 10 years
22 4.00 Cautionary Warning Sign :- 3906.19 Rupees Three No.
Providing and fixing sign boards Thousand Nine
made out of 2mm aluminium sheet Hundred Six
/ 4mm ACP (Aluminum composite And Paise
Panel); size 90 x 90 x 90 cms. Nineteen Only
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
size 45 x 45 x 60 Cms. for each
leg.including excavation, curing
etc.complete under the supervision
of engineer in charge. A warranty
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
23 2.00 Facility Informatory Sign :- 3990.64 Rupees Three No.
Providing and fixing sign boards Thousand Nine
made out of 2mm aluminium sheet Hundred
/ 4mm ACP(Aluminum composite Ninety And
Panel); size 80 x 60 cmsrectangular Paise Sixty
as per design of IRC-67-2012. Pre Four Only
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
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty for 10 years
24 4.00 Regulatory / Mandatory Sign :- 3540.12 Rupees Three No.
Providing and fixing sign boards Thousand Five
made out of 2mm aluminium sheet Hundred Forty
/ 4mm ACP (Aluminum composite And Paise
Panel); size 60 cms Dia Circle as Twelve Only
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
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty for 10 years
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
25 4.00 STOP Sign :-Providing and fixing 6704.36 Rupees Six No.
sign boards made out of 2mm Thousand
aluminium sheet / 4mm ACP Seven Hundred
(Aluminum composite Panel); size Four And Paise
90 cms Octagone as per design of, Thirty Six 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 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 framem 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
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty or 10 years
26 3.00 Distance Informatory / Destination 18254.19 Rupees No.
Sign :-Providing and fixing sign Eighteen
boards made out of 2mm Thousand Two
aluminium sheet / 4mm ACP Hundred Fifty
(Aluminum composite Panel); size Four And Paise
180x120 cms. rectangular as per Nineteen Only
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
(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 size 45 x 45 x
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
27 2.00 Place Identification Sign :-Providing 12341.52 Rupees Twelve No.
and fixing sign boards made out of Thousand
2mm aluminium sheet / 4mm ACP Three Hundred
(Aluminum composite Panel); size Forty One And
150x90 cms. rectangular as per Paise Fifty Two
design of IRC-67-2012. Pre treated Only
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 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
Cms. for each leg.including
excavation, curing etc.complete
under the supervision of engineer
in charge. A warranty for 10 years
28 16.00 Hazard Marker Sign :-Providing and 3518.69 Rupees Three No.
fixing sign boards made out of 2.0 Thousand Five
mm aluminium sheet / 4 mm ACP Hundred
(Aluminum composite Panel); size Eighteen And
90x30 cms. rectangular as per Paise Sixty
design of IRC-67-2012. Pre treated Nine Only
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 charge. A warranty
for 10 years for the Retro reflective
Rupees Seven Crore Six Lakh(s) Ninety Four Thousand Seven Hundred Forty Two And Paise
Ninety Seven Only
It. Qty. Item of work Estimated Rates Unit Total amount
It. Qty. Item of work Estimated Rates Unit Total amount
Estimated according to
No. In Figures In Words
but may be estimated Quantities
*Estimated amount *Estimated amount
Put to tender Rs……………………… Put to tender Rs………………………
Deduct : ………% below Add : ………% above
Net Rs……………………… Net Rs………………………
In words ……………………………… In words ………………………………
*(please strike out whichever is not applicable)
Note-1 All works shall be carried out as per Public Works Department Handbook and other specifications of
Division or as directed.
Note-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and
hold good for work under all conditions, site, moisture, weather etc.
Note-5 Testing Charges for the quality of material shall be recovered as per SBD
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Note-9 Labour Cess shall be recovered as per SBD
Note-10 Quantity of items may reduce or increase as per work execution.
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Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of
cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in
tender. However for Increase in quantity of cement no additional payment shall be made.
Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-
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Signature of Contractor Executive Engineer
R&B Division, Bhuj
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details.html
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Additional Instructions.pdf
Asphalt Booklet.pdf
BOQ.pdf
GR.pdf
ROAD WORK Booklet - 1.pdf
ROAD WORK Booklet - 2.pdf
SBD Book.pdf
Spe. Index.pdf
Special Condition for RPM.pdf
Special Condition for signage.pdf
Special Condition for Thermoplast.pdf
Specifications Ratnal road.pdf
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