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Tender ID
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
4 Apr 2026, 6:00 pmClosed
Executive Engineer office, Dang (R&B) Division, Ahwa
Waghai ahwa road km 59/6 to 94/2 (RCC gutter, crash barrier, CC road approaches, road furniture and other misc. work)
291554
27 OF 2025 - 26
Open
Civil Works - Others
Works
Dang
19 documents required · 18 mandatory · 1 optional
₹3,600
Executive Engineer, Dang (R&B) Division, Ahwa
₹2.5 L
30 Mar 2026
30 Mar 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
Name of Work:- Waghai ahwa road km 59/6 to 94/2 (RCC gutter , crash barrier , CC road
approaches, road furniture and other misc work)
: : BILL OF QUANTITY.' : :
Percentage Rate Tender
It. Description of Item (with brief Specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) Figures
1 Supplying and fixing reinforced concrete heavy duty 235.00 rmt 3469.26
non-pressure pipes with collars for culverts carrying
heavy traffic as per IS 458-1991 specifications
including setting the pipes in C.M. 1:2 watering and
laying (to level or slopes) of class NP3 of following
internal daimeters.(iii) 900mm dia.
2 Box cutting the road surface to proper slope & 98.25 Cum. 112.02
camber for making a base for road work including
compacting at O.M.C. and removing the excavated
stuff, and depositing on the road side slopes as
directed with all lead and lift..
3 Construction manhole with R.C.C top slab in 1:2:4 24.00 Nos. 12254.74
mix (1-cement : 2-coarse sand : 4-graded stone
aggregate 20 mm nominal size) foundation concrete
1:3:6 mix (1 - cement : 3 - coarse : 6 Brick bat 40 +
50 mm size) inside plastering 15mm thick with
cement mortar 1:3 (1: cement : 3 : Coarse sand)
finished with a floating coat of neat cement and
making channels in cement concrete 1:2:4 mix (1 -
cement: 2 - coarse sand : 4 Stone aggregate 20mm
nominal size) finished smooth complete including
curing and festing (i) inside size 900 mm x 1200 mm
and 1.5 Mt. deep including Heavy duty catch pit jali of
size 0.60 mt x 0.60 mt. with cement frame with Brick
wall of 230mm thick having crushing strength not less
than 35 kg per sqcm in cement mortar 1:5 ( 1 Cement
: 5 Coarse sand )
4 Construction of dry lean cement concrete Sub- base 98.30 Cum. 2577.52
over a prepared sub-grade with coarse and fine
aggregate conforming to IS: 383, the size of coarse
aggregate not 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
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.
5 Construction of un-reinforced, dowel jointed, plain 98.30 Cum. 6751.85
cement concrete pavement 250 mm Thick over a
prepared sub base with concrete grade M40, coarse
and fine aggregate conforming to IS 383, maximum
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
6 Excavation for foundation up to 1.50 mt depth 7248.00 Cum. 212.52
including sorting out and stacking of useful material
and disposing of the excavated stuff up to 50 mt. lead
(1) Loose or soft soil
7 Providing and filling in foundation with ordinary 615.00 Cum. 3362.25
cement concrete M100 mix and providing necessary
vertical pin headers including formwork, vibrating
ramming and curing complete
8 Providing and casting in-situ controlled cement 1787.69 Cum. 4308.34
concrete M200 mix and providing necessary pin
headers including shuttering, scaffolding, laying,
vibrating and finishing without V-grooves ( A ) Height
from 0.0 to 5 Mt.
9 Scarifying gravelled macadam or bitumen macadam 1105.00 Sqmt 43.77
surface 6 cm to 10 cm.depth including stacking useful
materials on road side and disposing off remaining
10 Providing and laying 30 mm thick compacted 88.00 M.T. 3631.96
Bituminuous Concrete stone chips as per MORT&H
gradation & VG-30 grade asphalt for mixing @ 5.50%
(As per mix design) by weight of total mix for binder
including heating the aggregate and asphalt by Batch
mix plant and spreading the same by sensor paver
finisher and consolidation with vibratory roller
including providing all materials, equipments, tools
and plants, oil, kerosene, fire wood, labour charges
11 Direction (Junction) Sign :-Providing and fixing sign 4.00 Nos. 26572.09
boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 244x122
cms. rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats
of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11
as per ASTM D-4956 and latest
M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand
post of 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron
angle of 50 x 50 x 5mm; painted with bestquality
epoxy coatings in black and white bends. The details
of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each
leg.including excavation, curing etc.complete under
the supervision of engineer in charge. A warranty for
10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
12 Cautionary Warning Sign :-Providing and fixing sign 16.00 Nos. 5077.27
boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 90 x 90 x
cms. equilateral triangle as per design of IRC-67-
2012. Pre treated with phospheting process & acid
etching; coated with one coat of epoxy primer and
two coats of best quality epoxy paint ;reflectorised
with Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of
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
years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
13 Hazard Marker Sign :-Providing and fixing sign 4.00 Nos. 3666.30
boards made out of 2.0 mm aluminium sheet / 4 mm
ACP (Aluminum composite Panel); size 90x30 cms.
rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats
of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11
as per ASTM D-4956 and latest
M.O.S.T.Specifications; 1.8mtr long stand post of
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
years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
14 Village Name Sign :-Providing and fixing sign boards 2.00 Nos. 6313.51
made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90x60 cms.
rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats
of best quality epoxy paint ;reflectorised with 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
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
x 60 Cms. for each leg.including excavation, curing
etc.complete under the supervision of engineer in
charge. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a
certified copy of 3 year outdoor exposure test report
from third party test lab for the product offered shall
be submitted by contractor. (A) Class-C Type-11
FacilityReflective sheeting
Informatory Sign :-Providing and fixing sign 4.00 Nos. 5906.48
boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 80 x 60 cms
rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats
of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11
as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of
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
years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
16 Regulatory / Mandatory Sign :-Providing and fixing 2.00 Nos. 4618.73
sign boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 60 cms Dia
Circle as per design of IRC-67-2012. Pre treated with
phospheting process & acid etching; coated with one
coat of epoxy primer and two coats of best quality
epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-
4956 and latest M.O.S.T.Specifications; 3.6mtr long
stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe
as required and frame fabricated from suitable size
iron angle of 35 x 35 x 3mm; painted with bestquality
epoxy coatings in black and white bends. The details
of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each
leg.including excavation, curing etc.complete under
the supervision of engineer in charge. A warranty for
10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
17 STOP Sign :-Providing and fixing sign boards made 2.00 Nos. 7213.42
out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90 cms Octagone as per
design of IRC-67-2012. Pre treated with phospheting
process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy
paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.6mtr long stand
post of 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm; painted with bestquality
epoxy coatings in black and white bends. The details
of symbol foreach board shall be as per theinstruction
of engineer in charge. The fixing at site shall be in
1:2:4 CC blockof size 45 x 45 x 60 Cms. for each
leg.including excavation, curing etc.complete under
the supervision of engineer in charge. A warranty for
10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
18 Chevron sign :-Providing and fixing sign boards made 195.00 Nos. 4681.35
out of 1.5mm aluminium sheet / 3mm ACP (Aluminum
composite Panel); size 60x50 cm as per design of
IRC-67-2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy primer
and two coats of best quality epoxy paint
;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.3 mtr long stand
post of 75 x 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 60 Cms. for each leg.including
excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for
years for the Retro reflective sheeting from originaa
manufacturer & a certified copy of 3 year outdoor
exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A)
Class-C Type-11 Retro Reflective sheeting
19 Supplying & fixing jumbo bollard sign swiss style 8.00 Nos. 6060.00
made out of 1.5 m thick C.R.C. sheet height
188cms. Bottom diameter 30cms. Top diameter
18cms. With direction plate of 45cms. Diameter
fabricated as per attached drawing, pretreated
with phospheting process painted with epoxy
coatings reflectorised with retro reflective sheeting
specified by M.O.S.T. latest specification.(Engineer
20 Providing and fixing overhead high intensity grade 2.00 Nos. 529560.17
retro reflective Informatory / Destination Boards
(six) Nos. made out of 2mm aluminium sheet; size
180x120 cms rectangle as per the design of IRC-67-
1977. Pre-treated with Phospheting process and 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
specifications. Letters and numerals should be as per
IRC-30-1968. The details of symbol of inscription/
numerals for each board shall be as per the
instruction of engineer in charge. The boards shall be
mounted on high level over head type portal frame
(Gantry) made out of MS section of suitable size as
per detailed drawing/ design including cost of erection
21 Metal Beam Crash Barrier Type - B, "THRIE" : Metal 360.00 rmt 3434.00
Beam Crash Barrier (Providing and erecting a "Thrie"
metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 85 cm above
road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to
centre, 2 m high with 1.15 m below ground level, all
steel parts and fitments to be galvanised by hot dip
process, all fittings to conform to IS:1367 and
IS:1364, metal beam rail to be fixed on the vertical
post with a space of channel section 150 x 75 x
mm, 546 mm long complete as per clause 811)
22 Providing and fixing in position IS mark TMT (Fe- 88.20 M.T. 73858.69
500D) bar for temperature reinforcement for mass
concrete pier/abutment returns including cutting
bending and tying as required complete
23 Dismentaling the existing structure including 585.00 Cum. 978.15
removing and stacking the dismentelled materials as
and where directed. (A) R.C.C. work
24 Construction of cement concrete kerb with top and 135.00 Cum. 4055.15
bottom width 200 and 250 mm respectively, 600 mm (
450 +150 mm) high in M 25 grade, laid with kerb
laying machine, including expansion joint cutting and
finishing etc.complete as per clause
25 Finishing wall with weather proof exterior emulsion 689.00 Sqmt 122.14
paint on wall surfaces (two coats) to give an even
shade including thoroughly brushing the surface to
remove all dirt, and remains of loose powdered
materials etc. complete.
26 Filling in foundation and plinth with murrum or 338.00 Cum. 304.60
selected soil in layers of 20 cm thickness including
watering, ramming and consolidaing etc. complete
I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in
figures and words) of the estimated rate mentioned above Amount of my / our tender works out as under.
*Estimated amount put to tender *Estimated amount put to tender
Deduct ……. % below Rs…………………… Add ………........% Above
*( please strike out whichever is not applicable)
1 The Contractor shall exhibition board with detailed specification and details of works directed by
the Engineer – In – Charge for which no extra payment shall bemade.
2 The labourcess 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 the reisa 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.
5 An amount of Rs.3,11,928.60 -( Rs. Three Lacs Eleven thousand nine hundred twenty eight and sixty paise
only) towards estimated salvage value of dismantelled materials likely to be available from dismentalling
the existing structure and diversion credit shall be recovered from the 1st R.A. Bill of this work irrespective
of the quantity actually received on site.
Executive Engineer
Signature of the contractor Dang ( R&B ) Division
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BOQ Waghai ahwa road 59.6 to 94.2.pdf
GRs - SBD with Index-compressed.pdf
SBD Waghai ahwa road 59.60 to 94.20.pdf
Specification.pdf
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