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Tender Value
₹16.8 Cr
EMD Value
₹16.8 L
Closing Date
22 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R&B Division, Bhuj
Work of Widening, Strengthening and Resurfacing of various road as and when required or in emergency under Jurisdiction of Bhachau sub division & Rapar sub division (Annual Rate Basis)
305036
15 For 2026-27 (4th Attempt)
Open
Civil Works - Roads
Kutch
15 documents required · 15 mandatory
₹18,000
Executive Engineer, R&B Division, Bhuj
₹16.8 L
13 May 2026
13 May 2026
13 May 2026
22 May 2026
13 May 2026
Name of work :-
Work of Widening, Strengthening and Resurfacing of various road as
and when required or in emergency under Juridicstion of Bhachau
sub division & Rapar sub division (Annual Rate Basis)
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 5663.00 Providing and laying 50mm thick 3079.49 Rupees Three MT
B.M with B.T Aggregate as per Thousand
MORT & H Specification & Seventy Nine
emulsion asphalt RS-1 for tack And Paise
coat @ 2.50 Kg./10 Smt with Forty Nine Only
mechanical sprayer & bitumen
Grade VG-30 for mixing @
Kg/MT i.e 3.4% of total mix
including heating the aggregate &
asphalt in drum mix plant and
spreading the same by paver
finisher & consolidation with
vibratory road roller including
providing all materials,
equipments, tools and plants, fire
wood, oil, kerosene, labour charges
etc. complete using contractor's
own machinery drum mix plant &
paver finisher etc. complete.
2 3450.00 Providing and laying 50 mm thick 3534.06 Rupees Three MT
compacted D.B.M with B.T. stone Thousand Five
aggregates as per MoRT&H Hundred Thirty
gradation & specification with Four And Paise
Emulsion (RS-1) for tack coat @ 2.5 Six Only
kg/10smt and bitumen grade VG-
30 for mixing at the rate of Min.
45.00kg/MT by weight of total mix
i.e (4.50 % by weight of total mix),
heating the asphalt VG-30 and
aggregates by continuous drum mix
plant & spreading the same by
paver finisher including rolling &
consolidation with vibratory and
power roller & providing all
materials, equipments, tools &
plants, fire wood, oil, kerosene,
labour charges etc. using
contractor's own machineries drum
mix plant and paver finisher etc.
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
3 2586.00 Providing and laying 25 mm thick 3712.30 Rupees Three MT
Semi Dense Bituminous Concrete Thousand
with B.T. aggregate as per M.O.R.T. Seven Hundred
& H. with mechanical sprayer and Twelve And
Bulk, asphalt Grade: VG-30 for Paise Thirty
mixing @ 50.00 KG. / M.T. i.e. 5.0 Only
% by weight of total mix including
heating and mixing the aggregate
and asphalt by continuous of drum
mix plant and hot laid process
laying with paver finisher and
consolidation with Vibratory roller
as per M.O.R.T. & H specification
to achieve desire density, including
cost all materials equipments, tools
and plants, oil, kerosene, firewood,
labour charges etc. complete using
contractor's own machineries drum
mix plant and paver finisher etc.
4 2160.00 Providing and laying 30 mm thick 3974.01 Rupees Three MT
Bituminous Concrete with B.T. Thousand Nine
aggregate as per M.O.R.T. & H. Hundred
and using emulsion RS-1 as per IS Seventy Four
8887: for tack coat @ 2.50 KG. / 10 And Paise One
Sq.m. with mechanical sprayer and Only
asphalt Grade: VG-30 for mixing @
weight of total mix including
heating and mixing the aggregate
and asphalt by continuous of drum
mix plant and hot laid process
laying with paver finisher and
consolidation with Vibratory roller
as per M.O.R.T. & H specification
to achieve desire density, including
cost all materials equipments, tools
and plants, oil, kerosene, firewood,
labour charges etc. complete using
contractor's own machineries drum
mix plant and paver finisher etc.
5 4400.00 Providing and laying quarry spall of 1212.92 Rupees One Cum.
approved quality including Thousand Two
spreading, watering consolidation Hundred
with vibratory roller including Twelve And
loading and unloading etc. Paise Ninety
complete. Two 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
6 4200.00 Providing and laying Bituminous 2403.80 Rupees Two MT
Grout 75 mm thick compacted with Thousand Four
B.T. aggregate as per M.O.R.T. & H. Hundred Three
specification and using emulsion And Paise
(RS1) as per IS - 8887 for tack coat Eighty Only
@ 2.50 KG. / 10 Sq.m. with
mechanical sprayer and Bulk
asphalt VG-30 for mixing @
KG. / M.T. i.e. 1.99 % of total
weight of mix, including heating
and mixing asphalt and aggregate
by continuous of drum mix plant
and hot laid process laying with
paver finisher and consolidation
with roller 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.
7 7891.00 Construction of granular sub-base 1422.08 Rupees One Cum.
200mm thick layer by providing Thousand Four
machine crushed B.T. material Hundred
satisfying MORT&H specification Twenty Two
(Fifth revision) of grading III And Paise
including spreading in uniform Eight Only
layer with motor grader on
prepared surface, mixing by mix in
place method with rotavator at
OMC and compacting with
vibratory roller to achieve the
desired density etc. complete.
8 8119.00 Providing and laying 250 mm thick 1609.90 Rupees One Cum.
Wet mix macadam (W.M.M.) using Thousand Six
machine crushed black trap Hundred Nine
aggregate of 40 to 50 mm size in And Paise
the material as per MORT & H Ninety Only
specification including premixing
the material with water at OMC in
mechanical mix plant, carriage of
mixed material by tippers 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.
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 24655.00 Providing and applying priming 65.62 Rupees Sixty Sqm.
coat with emulsion SS1 grade at Five And Paise
the rate of 7.50 kg/ 10 Sq.mt. Sixty Two Only
including cost of asphalt and
preparing the surface heating, and
applying etc. complete.
10 0.56 Clearing and grubbing road land 28455.09 Rupees Twenty Ha
including uprooting trunk Eight
vegetation, grass bushes, shrubs, Thousand Four
saplings and tree girth up to 300 Hundred Fifty
mm, removal of stumps of trees cut Five And Paise
earlier and disposal of Nine Only
unserviceable materials (C) by
mechanical means in area of light
junglen area of light jungle
11 8337.00 Box cutting the road surface to 109.24 Rupees One Sqm.
proper slope and camber for Hundred Nine
making a base for excavated stuff And Paise
and depositing on the road side Twenty Four
slope as directed upto all . Only
12 14500.00 Scarifying gravelled macadam or 82.82 Rupees Eighty Sqm.
bitumen macadam surface 6cm to Two And Paise
10 cm depth including stacking Eighty Two Only
useful materials on road side
spreading the same in required
grade and camber with adding
fresh key aggregate 6mm to 10mm
nominal size at the rate of
cum / 10sqm of scarified area
including compacting with
vibratory roller and disposing of the
remaining stuff as directed.
13 468.00 Earthwork for embankment 169.27 Rupees One Cum.
including breaking clods, dressing Hundred Sixty
with all lead and lift (excluding Nine And Paise
watering and consolidation)(E) Twenty Seven
From Borrow area within 3.0 Km. Only
14 468.00 Rolling and watering of earth work 22.95 Rupees Twenty Cum.
in layers with power roller Two And Paise
including filling in depression Ninety Five
which occur during the process Only
15 7200.00 Earthwork in cutting including 584.59 Rupees Five Cum.
preparing the slope and camber Hundred
and stacking or utilising the Eighty Four
cutting stuff in bank as directed And Paise Fifty
upto 200 meters from the end of Nine Only
cutting with all lead and lift (III)
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
16 560.00 Excavating in situ soil and 588.83 Rupees Five Cum.
spreading available soil in the Hundred
subgrade on a prepared surface, Eighty Eight
pulverising, mixing and spread soil And Paise
in place with rotavator with 2 to 3 Eighty Three
% Slaked lime + 15 to 20 % Flyash, Only
Slaked lime having minimum
per cent of contents of CaO and
Flyash of required properties,
grading with hydraulic tractor
grader and compacting with the
smoooth wheel road roller at OMC
to achieve the desired density &
CBR to form a layer of improved
Sub grade as per Technical
Specification clause
17 679.00 Excavation for foundation up to 198.76 Rupees One Cum.
1.50 mt depth including sorting out Hundred
and stacking of useful material and Ninety Eight
disposing of the excavated stuff up And Paise
to 50 mt. lead (1) Loose or soft soil Seventy Six
18 891.00 Providing and filling in foundation 3327.08 Rupees Three Cum.
with ordinary cement concrete Thousand
M.100 mix and providing necessary Three Hundred
vertical pin headers including form Twenty Seven
work vibrating ramming and curing And Paise
complete. Eight Only
19 2631.25 Providing and casting in-situ 3903.13 Rupees Three Cum.
ordinary cement concrete M150 Thousand Nine
mix and providing necessary pin Hundred Three
headers including shuttering, And Paise
scaffolding, laying, vibrating and Thirteen Only
finishing without V-grooves ( A )
Height from 0.0 to 5 Mt.
20 105.00 Supplying and fixing reinforced 3904.47 Rupees Three Rmt
concrete heavy duty non pressure Thousand Nine
pipes with collars for culverts Hundred Four
including setting and joining the And Paise
pipes in C.M. 1:2 watering and Forty Seven
laying (to level or slope)of I.S. Only
458/1971 Class NP4 casted by
vertically vibrated technology of
following internal diameter. 900mm
21 105.00 Supplying and fixing reinforced 6621.25 Rupees Six Rmt
concrete heavy duty non pressure Thousand Six
pipes with collars for culverts Hundred
carrying heavy traffic as per IS 458- Twenty One
1991 specifications including And Paise
setting the pipes in C.M. 1:2 Twenty Five
watering and laying (to level or Only
slope)of class NP4 1200mm
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
22 202.00 Providing and filling sand around 504.42 Rupees Five Cum.
the pipe including hand packing Hundred Four
ramming, watering, filling measure And Paise
boxes etc. complete as directed. Forty Two Only
23 900.00 Providing Diversion of road 5.50 mt 4780.04 Rupees Four Rmt
width (Having 7.50 mt formation Thousand
width ) For structure by providing Seven Hundred
& spreading Earth work , 100 mm Eighty And
GSB-III, 100 mm GSB -V, 100 mm Paise Four Only
WMM ,BUSG Manually Width
Side shoulder and loose pipe. The
length of Road is depend on
24 900.00 Providing Diversion of road 5.50 mt 1990.54 Rupees One Rmt
width (Having 7.50 mt formation Thousand Nine
width ) For structure by providing Hundred
and laying 37.5 mm BM, 20 mm Ninety And
MSS. The length of Road is depend Paise Fifty
on site condition etc as directed by Four Only
Engineer in Charge .
25 700.00 Construction of dry lean cement 2469.45 Rupees Two Cum.
concrete Sub- base over a prepared Thousand Four
sub-grade with coarse and fine Hundred Sixty
aggregate conforming to IS: 383, Nine And Paise
the size of coarse aggregate not Forty Five Only
exceeding 25 mm, aggregate
cement ratio not to exceed 15:1,
aggregate gradation after blending
to be as per table 600-1, cement
content not to be less than 220 kg/
cum, optimum moisture content to
be determined during trial length
construction, concrete strength not
to be less than 10 Mpa at 7 days,
mixed in a batching plant,
transported to site, laid with a fixed
form paver or conventional method,
compacting with 8-10 tonnes
vibratory roller, finishing and
curing etc. cpmplete.
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
26 1400.00 Construction of un-reinforced, 5783.26 Rupees Five Cum.
dowel jointed, plain cement Thousand
concrete pavement over a prepared Seven Hundred
sub base with M30 grade concrete, Eighty Three
coarse and fine aggregate And Paise
conforming to IS 383, maximum Twenty Six Only
size of coarse aggregate not
exceeding 25 mm, mixed in a
batching and mixing plant as per
approved mix design, transported
to site, laid with a fixed form or slip
form paver, spread, compacted and
finished in a continuous operation
including provision of contraction,
expansion, construction and
longitudinal joints, joint filler,
separation membrane, sealant
primer, joint sealant, debonding
strip, dowel bar, tie rod,
admixtures as approved, curing
compound, finishing to lines and
grades as per drawing
27 500.00 Providing and fixing pre-cast 706.93 Rupees Seven Sqm.
Rubber Dye / steel Dye inter Hundred Six
locking concrete block 60mm thick And Paise
with grade of concrete M300 Ninety Three
pnumatic compressed / vibrated Only
mechanically and as per approved
design Confirming to IS 15658 :
2006 including 35 mm Sand layer
for levelling and filling the joint
with sand in proper line and level
as per guidlines of IRC : SP 63-
2018 etc. Complete.
28 1050.00 Providing Laying and apreading 656.36 Rupees Six Cum.
granular materials available from Hundred Fifty
existing crust and adding fresh Six And Paise
machine crushed material in Thirty Six Only
required proportion so as to have
mix material gradation of GSB
grade I/II/III, mixing in place with
rotavator and grading with mortar
grader at OMC and compacted with
vibratory roller to achieve desired
density 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
29 4508.00 Providing and laying 20mm thick 4023.84 Rupees Four MT
Mix Seal Surface with tack coat @ Thousand
2.0 kg/10 sqm using B.T. chips as Twenty Three
per M.O.R.T. & H. gradation type A And Paise
and specification with VG-30 for Eighty Four
mixing @ 51.00 Kg / M.T. i.e. 5.1 % Only
of total weight of mix using
including heating and mixing the
aggregate and asphalt in
continuous of drum mix plant and
hot laid process spreading the
same by paver finisher and
consolidation with roller as per
M.O.R.T. & H. specification to
achieve desire density, including
providing all materials equipments,
tools and plants, fire wood, oil,
kerosene, labour charges etc.
complete using contractor's own
machinery, drum mix plant and
paver finisher etc. complete.
30 6125.00 Road marking with hot applied 367.72 Rupees Three Sqm.
thermoplastic paintswith Hundred Sixty
reflectorising glass beads on Seven And
bitumen surface providing and Paise Seventy
laying a hot applied thermoplastic Two Only
compound 2.5 mm thick including
reflectorising glass beads @
gms per sqm area, thickness of
mm 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 colour marking
should provide liminance
coefficient on cemend road shall 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 the
section 15 of IRC 35-2015
Warranty for the Retro reflectivity
should be two 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
31 7292.00 Cat Eye / Road Stud / RPM: 326.23 Rupees Three Nos.
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
32 300.00 Cautionary Warning Sign :- 5077.27 Rupees Five Nos.
Providing and fixing sign boards Thousand
made out of 2mm aluminium sheet Seventy Seven
/ 4mm ACP (Aluminum composite And Paise
Panel); size 90 x 90 x 90 cms. Twenty Seven
equilateral triangle 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 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
33 60.00 Direction (Junction) Sign :- 26572.09 Rupees Twenty Nos.
Providing and fixing sign boards Six Thousand
made out of 2mm aluminium sheet Five Hundred
/ 4mm ACP (Aluminum composite Seventy Two
Panel); size 244x122 cms. And Paise Nine
rectangular as per design of IRC-67- 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
34 60.00 Village Name Sign :-Providing and 6313.51 Rupees Six Nos.
fixing sign boards made out of Thousand
2mm aluminium sheet / 4mm ACP Three Hundred
(Aluminum composite Panel); size Thirteen And
90x60 cms. rectangular as per Paise Fifty One
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; 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
35 150.00 Hazard Marker Sign :-Providing and 3666.30 Rupees Three Nos.
fixing sign boards made out of Thousand Six
1.5mm aluminium sheet / 3mm Hundred Sixty
ACP (Aluminum composite Panel); Six And Paise
size 90x30 cms. rectangular as per Thirty 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; 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
36 250.00 Chevron sign :-Providing and fixing 4681.35 Rupees Four Nos.
sign boards made out of 1.5mm Thousand Six
aluminium sheet / 3mm ACP Hundred
(Aluminum composite Panel); size Eighty One
60x50 cm as per design of IRC-67- And Paise
2012. Pre treated with phospheting Thirty 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 reflective sheeting 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 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 10 years for the Retro
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
37 5.00 Providing and fixing 5th Km. stone 1935.15 Rupees One Nos.
of precast C.C. 1:2:4 including Thousand Nine
necessary reinforcement as per Hundred Thirty
I.R.C. type design fixing in C.C. Five And Paise
1:4:8 including painting and Fifteen Only
lettering etc. complete S.H.
38 20.00 Providing and fixing ordinary 1293.38 Rupees One Nos.
kilometer stone of precast C.C. Thousand Two
1:2:4 including necessary Hundred
reinforcement as per I.R.C. type Ninety Three
design fixing in C.C. 1:4:8 And Paise
including painting and lettering etc. Thirty Eight
complete for S.H. Only
39 100.00 Providing and fixing hectometer as 356.50 Rupees Three Nos.
per I.R.C. type design including Hundred Fifty
painting lettering etc. complete Six And Paise
fixing in C.C. 1:5:10. Fifty Only
40 120.00 Regulatory / Mandatory Sign :- 4618.73 Rupees Four Nos.
Providing and fixing sign boards Thousand Six
made out of 2mm aluminium sheet Hundred
/ 4mm ACP (Aluminum composite Eighteen And
Panel); size 60 cms Dia Circle as Paise Seventy
per design of IRC-67-2012. Pre Three 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
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
41 60.00 STOP Sign :-Providing and fixing 7213.42 Rupees Seven Nos.
sign boards made out of 2mm Thousand Two
aluminium sheet / 4mm ACP Hundred
(Aluminum composite Panel); size Thirteen And
90 cms Octagone as per design of Paise Forty
IRC-67-2012. Pre treated with Two Only
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
42 243.00 Providing and laying of raised 827.19 Rupees Eight Sqm.
profile edge line marking ( audible Hundred
warning ) with hot applied Twenty Seven
thermoplastic road marking And Paise
compound 2mm thick base coat Nineteen Only
layer above that ribs profile of
mm thick ( Total 8 mm thick ) at
the distance of 500 mm between
two ribs including reflectorizing
glass beads @ 250 gm/ sq.mt area.
The minimum and maximum width
of raised profile should be 150 mm.
The thickness of 8 mm profile
should be exclusive of surface
applied glass beads. The finished
surface to be levelled, uniform and
free from streaks and holes, to be
applied on edge lines.
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
43 40.00 Facility Informatory Sign :- 5906.48 Rupees Five Nos.
Providing and fixing sign boards Thousand Nine
made out of 2mm aluminium sheet Hundred Six
/ 4mm ACP (Aluminum composite And Paise
Panel); size 80 x 60 cms Forty Eight
rectangular as per design of IRC-67- 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 reflective sheeting 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 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 10 years for the Retro
44 250.00 Tree Guard Sign :- Providing & 531.26 Rupees Five Nos.
Fixing sign board made out of 2mm Hundred Thirty
Aluminium sheet/3mm ACP One And Paise
(Alluminium Composite panel) Size Twenty Six Only
of 30 cms diameter circle,
pretreated with phospheting
process and acid etching, painted
with one coat epoxy primer and two
coats of...as per the instruction of
engineer in charge
45 25.00 Give Way Sign :- Providing and 5077.27 Rupees Five Nos.
fixing sign boards made out of Thousand
2mm aluminium sheet/ 4mm ACP Seventy Seven
(Aluminium Composite Panel) Size And Paise
90 x 90 x 90 Cms. Equilateral Twenty Seven
Traingle as per design of IRC-67- Only
2012... as per the instruction of
engineer in charge
46 15.00 Route Marker Sign :- Providing and 5108.58 Rupees Five Nos.
Fixing sign boards made out of Thousand One
1.5mm Aluminium Sheet/ 3mm Hundred Eight
ACP (Aluminium Composite Panel) And Paise Fifty
Size 60 x 45 cm rectangular plus Eight Only
30 x 25 cm additional plate as per
design of IRC-67-2012. as per the
instruction of engineer in charge
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
47 30.00 Distance Informatory/Destination 20918.11 Rupees Twenty Nos.
Sign :- Providing and fixing sign Thousand Nine
boards made out of 2mm Hundred
aluminium sheet / 4mm ACP Eighteen And
(Aluminium Composite Panel) Size Paise Eleven
180 x 120 cms. Rectangular as per Only
design of IRC-67-2012..as per the
instruction of engineer in charge
48 32.00 Diversion Ahead Sign :-Providing 9867.07 Rupees Nine Nos.
and fixing sign boards made out of Thousand
2mm aluminium sheet / 4mm ACP Eight Hundred
(Aluminum composite Panel); size Sixty Seven
180x60 cms. rectangular as per And Paise
design of IRC-67-2012. Pre treated Seven Only
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;
mtr long stand post (2 Nos.) of Iron
Angle 50 x 50 x 5mm / 50NB
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 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
49 32.00 Men at work (Heavy) sign :- 9148.16 Rupees Nine Nos.
Providing and fixing sign boards Thousand One
made out of 2mm aluminium sheet Hundred Forty
/ 4mm ACP (Aluminum composite Eight And
Panel); size 120cm x 90cm as per Paise Sixteen
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 High Intensity Prismatic
Grade retro refiectivesheeting of
Type-4 as per ASTM D-4956 and
latest M.O.S.T.Specifications;
mtr long stand post (2 Nos.) 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 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 engineer in charge. A
50 300.00 Portable Barricade in Construction 3218.87 Rupees Three Nos.
Zone (Installation of a steel Thousand Two
portable barricade with horizontal Hundred
rail 300 mm wide, 2.5 m in length Eighteen And
fitted on a 'A' frame made with 45 x Paise Eighty
45 x 5 mm angle iron section, 1.5 Seven Only
m in height, horizontal rail painted
(2 coats) with yellow and white
stripes, 150 mm in width at an
angle of 450, 'A' frame painted with
2 coats of yellow paint, complete as
per IRC:SP:55- 2001)
51 500.00 Traffic cones with 150 mm 404.00 Rupees Four Nos.
reflective sleeve Hundred Four
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
52 500.00 Standard Delineator: Providing and 1027.17 Rupees One Nos.
fixing Standard Metal Delineator Thousand
consisting of minimum retro Twenty Seven
reflective unit exposed area of 330 And Paise
cm2 white color, full cube corner Seventeen Only
micro prismatic non- metallic retro
reflective sheeting on each side
conforming with IRC 67-2012 and
meeting the coefficient of retro
reflection values as per ASTM D
4956 Type XI table specification.
The delineator shall be painted
with powder coat of minimum
microns thickness, on top of which
retro reflective sheeting shall be
pasted on both sides. The structure
shall be manufactured in roll
forming process and shall have
height not less than 800 mm above
the ground, width not less than
100 mm and shall extend not more
than 300 mm below the ground
while being intalled, height of
sheeting should be minimum
mm whereas width of sheeting
should not be less than 75 mm
(should be placed every alternetive
15cm), The front and the back
faces opf the delineator should be
53 10.00 Solar Blinkers (Providing and 22277.53 Rupees Twenty Nos.
erecting Solar Blinker mounted on Two Thousand
a steel circular hollow pole of Two Hundred
standard specifications for for Seventy Seven
diversion should fulfil road saftey And Paise Fifty
norms of constant output light and Three Only
40-50 flashes per minute
minimum, even used in, 3 m high
fitted with solar Panel and Light
and fixed firmly in concrete
54 800.00 Providing and fixing 'W' type safety 2392.69 Rupees Two Rmt
barrier using M.S. iron channel Thousand
150mm x 75m x 5mm size erected Three Hundred
at 2.0 Mt. center to center and Ninety Two
providing 'W' shaped galvanised And Paise Sixty
steel sheet guard rail 3mm thick Nine Only
for crash barrier in single row as
per detailed drawing with
fabrication and installation charges
including providing foundation
block of size 0.60 x 0.60 x 0.75 Mt.
in C.C. 1:2:4 and oil painting two
coats with one coat of red oxide etc
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
55 32.00 Sign board per Square Meter :- 7894.02 Rupees Seven Sqm.
Providing and fixing sign boards Thousand
made out of 2mm aluminium sheet Eight Hundred
/ 4mm ACP (Aluminum composite Ninety Four
Panel); size 1 meter x 1meter as per And Paise 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 High Intensity Prismatic
Grade retro refiectivesheeting of
Type-4 as per ASTM D-4956 and
latest M.O.S.T.Specifications; 4 mtr
long stand post (2 Nos.) 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 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 engineer in charge. A
56 700.00 Excavation for foundation in sand, 511.11 Rupees Five Cum.
gravel, clay soft soils and murrum Hundred
etc. including shoring, strutting Eleven And
dewatering as necessary and Paise Eleven
disposing of the excavated stuff as Only
directed.(A) Depth upto 3.0 M. and
lead upto 100m for 10 Cum
57 1750.00 Providing & laying rubble stone 1154.43 Rupees One Sqm.
pitching 22.5 cm thick including Thousand One
preparing the surface and Hundred Fifty
providing panelwall 3.0 x 3.0 m Four And Paise
for pitching of cement concret 1:2:4 Forty Three
including pointing on pitching in Only
CM 1:3 including filling The
Murum in Voids curing,cost of all
materials and lobour etc Completed
58 45.50 Providing and laying in position 1217.83 Rupees One Rmt
C.C 1;2:4 water chute as directed Thousand Two
including with all necessary Hundred
excavation curing incl all material Seventeen And
labour etc complete Paise Eighty
59 6862.50 Providing TMT Bar FE 500/500D 77.29 Rupees Kg
reinforcement for R.C.C. work Seventy Seven
including bending, binding and And Paise
placing in position complete upto Twenty Nine
floor two level 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
60 1755.00 Excavation for foundation up to 122.94 Rupees One Cum.
1.50 mt depth including sorting out Hundred
and stacking of useful material and Twenty Two
disposing of the excavated stuff up And Paise
to 50 mt. lead (1) Loose or soft soil Ninety Four
61 975.00 Providing and laying weep hole in 86.70 Rupees Eighty Nos.
abutment and return by using Six And Paise
A.C./ P.V.C pipes of 100 mm Seventy Only
diameter including laying in proper
grade and jointing complete etc. as
per detailed specification
62 975.00 Providing and laying-filter media 1239.35 Rupees One Sqm.
600 mm thick directed at the back Thousand Two
of abuyments,returns and wing Hundred Thirty
walla as per detailed Nine And Paise
specifications(up to 10 ton) Thirty Five Only
63 9.65 Providing and laying in position FE 73858.69 Rupees MT
500D TMT bar reinforcement Seventy Three
including cutting, bending, hooking Thousand
and tying complete as per detailed Eight Hundred
drawings for the following.(A) Piers Fifty Eight And
(B) Abutments (C) R.C.C. Returns Paise Sixty
(upto 10 ton) Nine Only
64 1072.50 Wall painting two coats with plastic 84.36 Rupees Eighty Sqm.
emulsion paint of approved brand Four And Paise
and manufacturer on wall surfaces Thirty Six Only
to give an even shade including
throughly brushing the surface to
remove all dirt, dust, mortar drops
and other foreign matter.
Rupees Sixteen Crore Seventy Eight Lakh(s) Fifty Four Thousand Four Hundred Ninety Three
And Paise Six Only
*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.
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
Note-5 Testing of material shall be statement attached with the GERI Vadodara. Bill for testing charges shall
be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding cost of
materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the Contractor's
running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-91.
Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$
YL ZFHI ;ZSFZGF AF\WSFD DF8[ J5ZFTF UF{6vBlGHGL ZMI<8L ;FNL DF8L VG[ ;MO8 DMZD 5Z ZMI<8L ,FU] 50X[P
Note-9 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract
payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,
implementation of buildings and other construction work (resolution of employment and conditions of
services Act'1996)
Note-10 Quantity of items may reduce or increase as per work execution.
Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P
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-
Note-16 CM8DL1F %,Fg8 VG[ 5[JZYL YTF 0FDZGF SFDM AFAT[ ;ZSFZzLGF DFP VG[ DP lJEFU4 UF\WLGUZGF 5lZ5+
G\PV[;V[RVFZq!5(&qVF.ALq!*)s&fv;4 TFPZ_q!q_* VG[ 5ZL5+ S|DF\SP5ZRq!_qZ_!5q55q;L4 TFP_$q!!q!5
D]HA VG];ZJFG]\ ZC[X[P
Note-17 U]HZFT ;ZSFZzLGF DFPDPlJEFUGF 5lZ5+ S|DF\So VFZHLV[Gq&_Z__&qs#5fv; YL NFB, YI[, XZTMP
1) 5_DLDLYL JW] 0FDZ SFDGL ;\I]ST HF0F. sALPV[;PHLP4 ALPALPV[DP l;JFIf CMI T[JF Z:TFGF SFDDF\ NZ Z5_DLP NL9
V[S S|M; ;[SXG 5Z 0FDZSFDGL 5CM/F. VG];FZ A[ YL RFZ SMZ ;[d5, .HFZNFZ[ 5MTFGF SMZ S8L\U DXLG J0[ ;\A\lWT
GFIA SFI"5F,S .HG[ZzLGL CFHZLDF\ D[/JL VF5JFGF ZC[X[ VG[ VF ;[d5, ;L, SZL DFgI ,[AMZ[8ZL DFZOT YLSG[;4
0[g;L8L TYF AL8]DLG; Sg8[\8GF 5lZ1F6 SZFJL 5lZ6FD[ D[/JJFGF ZC[X[P ;\TMQFSFZS 5lZ6FDM VFjIF ;]WL 0FDZ SFDGL
R]SJJF5F+ ZSDGF 5@ ZSD JLYC[<0 ZFBJFDF\ VFJX[4 H[ ZSD ;\TMQFSFZS 5lZ6FDM D?IF AFN H K]8L SZFX[P 5Z\T]
;\TMQFSFZS 5lZ6FDM GlC\ D[/JJFGF lS:;FVMDF\ SZFZGL VgI XZTM VG];FZ SFI"JFCL Y. XSX[P
2) ~FP!__ ,FB S[ T[YL JW] ZSDGF SZFZ C[9/GF SFD 5Z .HFZNFZ[ O],8F.D SJM,LOF.0 V[gHLGLIZ lGI]ST SZJFGM ZC[X[
H[ V\U[ SFDGF JS"VM0"Z D?I[ lNGv!5 DF\ SFI"5F,S .HG[ZzLGL HF6 C[9/4 GFIA SFI"5F,S .HG[ZzLG[ lGO]S .HG[ZGF
GFD4 SJM,LOLS[XG4 DFS"XL84 ;8L"OLS[84 S,Z OM8MU|FO4 lGI]lSTGF C]SD JU[Z[ lJUT ZH] SZJFGL ZC[X[ TYF SFD 5Z CFHZ
YIF V\U[GM ZL5M8" VF5JFGM ZC[X[4 H[ VG];FZ SZFZ C[9/GF SFD 5Z SJM,LOF.0 .HG[ZGL p5ZMST XZT D]HA lGI]lST
YFI TYF :Y/ 5Z BZ[BZ SFDULZL G ;\EF/[ tIF\ ;]WLGF ;DIUF/F T[DH SFD RF,] ZC[ T[ ;DI NZdIFG lGI]S SZ[, .HG[Z
SFDULZL ;\EF/X[ GlC\ T[ ;DIUF/F DF8[ ~FP!54___qv 5|lTDF; ,[B[ lA,DF\YL S5FT SZJFDF\ VFJX4 H[ GMG ZLO\0[A,
Signature of Contractor Executive Engineer
R&B Division, Bhuj
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Building Specifications Book.pdf
Road Work Booklet Part 1.pdf
Road Work Booklet Part 2.pdf
Bridge Booklet(1).pdf
Bridge Booklet(2).pdf
Asphalt Booklet.pdf
Additional Instructions.pdf
BOQ.pdf
GR.pdf
Specification Index.pdf
Specifications.pdf
Tender Special Conditions-Road.pdf
Schedule-C.pdf
PRE-QUALIFICATION.pdf
SBD Book.pdf
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