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Tender Value
₹80.9 L
EMD Value
₹81,000
Closing Date
20 Jun 2026, 6:05 pmClosed
Executive Engineer, Dahod (R & B) Division, Dahod
Resurfacing of and Strengthening of Tarvadiya to SH Road (M.D.R.) Km. 0/00 to 11/800 (Working Section Km. 8/400 to 11/800) Dist. Dahod
312465
08 of 2026-27
Open
Civil Works - Roads
Works
Dahod
2 documents required · 2 mandatory
₹2,400
Executive Engineer, Dahod (R&B) Division, Dahod
₹81,000
8 Jun 2026
8 Jun 2026
8 Jun 2026
20 Jun 2026
8 Jun 2026
Name of Work :- Resurfacing of and Strengthening of Tarvadiya to SH Road
(M.D.R.) Km. 0/00 to 11/800 (Working Section Km. 8/400 to 11/800) Dist. Dahod
BILL OF QUANTITIES
Memorandum showing item of works to be carried out.
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
1 Clearing and grubbing road land including uprooting rank vegetation grass 0.82 Hect. 28455.09
bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of
trees cut earlier and disposal of unserviceable materials (C) by mechanical
means in area of light jungle.
2 Earthwork in cutting in all sorts of soil and soft murrum including conveying 3690.00 Cum 137.33
and spreading the stuff, embankment as and where directed within
meters from the end of cutting with all required lead and lift.
3 Earthwork for embankment including breaking clods, dressing with all lead 1087.00 Cum 182.14
and lift and including watering rolling and consolidation of subgrade in layers
at O.M.C. to required dry density including filling the depression which occur
during the process using power roller 8T to 10T. (E) From Borrow area
within all lead and lift.
4 Box cutting the road surface to proper slope and camber for making a base 169.00 Cum 112.02
for road work including removing the excavated stuff and depositing on the
road side slope as directed upto all lead and lift.
5 Providing and laying compacted 100mm thick of specified quarry spaulls in 410.00 Cum 739.32
side shoulders including carriage of materials and spreading on prepared
base including compacting with roller as per MORTH specification etc.
6 Providing and laying 250mm thick wet mix macadam (W.M.M.) (two layers 141.00 Cum 1168.57
each of 125mm) using machine crushed black trap aggregate of 40 to 50mm
size in the material as per MORTH 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.
7 Providing and laying Bituminous Spray Grout Base Course in 37.5mm thick 297.00 Sq.m. 2226.04
[BUSG] with bitumen of grade VG-30 at the rate of 1.99% by weight of mix
for mixing and 3.50 Kg/10 Sqm of rapid curing emulsion for tack coat and
using B.T. chips of required gradation including cleaning and heating asphalt
premix materials by hot mix process in proper gradation and laying with
paver finisher and consolidation by roller as per MORTH specification
including cost of all materials, asphalt aggregates, labour charges, royalty
charges etc. complete as directed.
8 Providing and laying 50 mm thick Bituminous Macadam (grading-2) with B.T. 846.00 M.T. 2783.56
aggregate as per MORT&H specification & bituminous emulsion RS-1 for
tack coat @ 2.5 Kg./10 Sq.m. on B.T. surface with mechanical sprayer &
bitumen grade VG-30 for mixing @ 34 Kg./M.T. i.e. 3.4% of total weight of
mix including heating & mixing the aggregate & asphalt in continuous
batching drum mix plant and spreading the same by paver finisher &
consolidation with vibratory roller including providing all materials
equipments, tools & plants, fire wood, oil, kerosene, labour charges etc.
complete using contractor's own machinery drum mix plant & paver finisher
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
9 Providing and laying 25 mm thick Semi Dense Bituminous Concrete using 443.00 M.T. 3428.95
specified graded crushed black trap stone aggregates as per MORTH
gradation using VG-30 (60/70) bulk bitumen for mixing at the rate of 5.0%
(50.0Kg./M.T.) by hot mix process in drum mix plant and hot laid process
using paver finisher to the required camber and grade including rolling with
vibratory roller to achive desired density including cost of clearing using
firewood, oil, Kerosene, labour charges and hire charges of machinaries etc.
10 Cautionary Warning Sign :- Providing and fixing sign boards made out of 45.00 No. 3906.19
2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x
x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with
phospheting process & acid etching, coated with one coat of epoxy primer
and two coats of best quality epoxy paint reflectorised with Micro Prismatic
grade retro reflective sheeting of Type-4 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 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
11 Village Name Sign :- Providing and fixing sign boards made out of 2mm 10.00 No. 6397.43
aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 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
reflective sheeting of Type-4 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 best quality 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 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.
12 Direction (Junction) Sign :- Providing and fixing sign boards made out of 2.00 No. 21287.51
2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 244 x
122 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 reflective sheeting of Type-4 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 best quality epoxy coatings in
black and white bends. The details of symbol foreach 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
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
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
13 Facility Informatory Sign :- Providing and fixing sign boards made out of 12.00 No. 3990.64
2mm aluminium sheet / 4mm ACP (Aluminum composite panel) size 80 x
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
reflective sheeting of Type-4 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 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
14 Road marking with hot applied thermo plastic paints with reflectorising glass 533.00 Sq.m. 367.72
beads on bitumen surface providing and laying a hot applied thermoplastic
compound 2.5mm is including reflectorising glass beads @250 gms/sqm
area, thickness of 2.5mm 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 / center line / edge line / cut patta.
The white color marking should provide luminance coefficient on cement
road shall be min 130mcd/m2/lux and Asphalt road shall be min
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.
15 Supplying and applying rumble strip road marking with hot applied 150.00 Sq.m. 1580.65
thermoplastic paints with reflactorising glass beads on bitumen surface
providing and laying a hot applied thermoplastic compound 8mm thick
including reflactorising glass beads @250gms per sqm area, thickness of
8mm 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.
16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 2.00 No. 1293.39
necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including
letter and paints etc. complete (For N.H., S.H. and M.D.R.)
17 Providing and fixing guard stone as per I.R.C. type design including white 88.00 No. 350.80
washing etc. complete. (ii) Fixing in C.C. 1:5:10.
18 Providing and fixing Hectometer as per I.R.C. type design including painting, 17.00 No. 356.50
lettering etc. complete. (ii) Fixing in C.C. 1:5:10.
19 Regulatory / Mandatory Sign :- Providing and fixing sign boards made out of 30.00 No. 3540.12
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
reflective sheeting of Type-4 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 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
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
20 STOP Sign :- Providing and fixing sign boards made out of 2mm aluminium 7.00 No. 6704.36
sheet / 4mm ACP (Aluminum composite panel) size 90 cms. Octagonal 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 reflective
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.
21 Hazard Marker Sign :- Providing and fixing sign boards made out of 2.0mm 6.00 No. 3518.69
aluminium sheet / 4mm ACP (Aluminum composite panel) size 90 x 30 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
reflective sheeting of Type-4 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 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
22 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised 378.00 No. 326.23
Pavement Markers made of polycarbonate and ABS moulded body and
reflective 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 13635 kgs. tested in accordance to ASTM D4280 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, 130 mm and 130 mm and with minimum reflective
area 13 sqcm on each side and the slope to the base shall be 35+/-5 degree.
The Shrength 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 kgf. 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 color
of the marker should be as per the IRC 35-2015 and as directed by Engineer-
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
23 Chevron Sign:- Providing and fixing sign boards made out of 1.5mm 32.00 No. 3711.75
aluminium sheet / 3 mm ACP (Aluminium composite panel) size 60 x 50 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 refletive sheeting
of Type-4 as per ASTM D-4956 and latest M.O.S.T. specifications, 3.3 mtr.
long stand post of 75 x 75 x6mm / 65 NB 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 deails symbol or
inscription / numerals for each board shall be 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
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 sheeing 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.
24 Tree Guard sign :- Providing & fixing sign board made out of 2mm 20.00 No. 590.98
aluminium sheet / 3mm ACP (Aluminum 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 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.
25 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" 216.00 Rmt. 3354.21
metal beam crash barrier comprising of 3 mm thick corrugated sheet metal
beam rail, 70 cm above road/ground level, fixed on ISMC series channel
vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high,
m below ground/road 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 spacer of channel section 150 x
x 5 mm, 330 mm long complete as per clause 811)
26 Excavation for foundation upto 1.5 m depth including sorting out and 32.00 Cum 259.93
stacking of useful materials and disposing off the excavated stuff within all
lead and lift for all sorts of soil.
27 Providing and filling in foundation with ordinary cement concrete M-150 mix 10.00 Cum 3578.43
and providing necessary vertical pin headers including form work, vibrating,
ramming and curing complete.
28 Providing and casting in situ ordinary cement concrete M-200 mix and 36.00 Cum 4154.13
providing necessary pin headers including shuttering, scaffolding, laying,
vibrating and finishing concrete without V-grooves (A) 0.0 to 5.0 mt.
29 Providing and laying in position I.S.I. Mark Fe-500D T.M.T. bar 0.18 M.T. 73858.69
reinforcement including cutting, bending, hooking and tying complete as per
detailed drawings for the following. (A) Piers (B) Abutments (C) R.C.C.
30 Supplying and fixing ISI reinforced concrete heavy duty non- pressure pipes 8.00 Rmt. 3904.48
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
NP4 casted by vertically vibrated technology of following internal diameter.
31 Rolling and consolidation using vibratory roller 8-10 tonne capacity. (A) 52.00 Cum 33.09
Earthwork (Not exceeding 200 mm layer)
It. Description of Item Qty. Unit Rates in Total
No. Figure Amount
32 Providing and filling sand around the pipe including hand packing ramming, 52.00 Cum 478.82
watering, filling measure boxes etc. complete as directed.
33 Painting Yellow & Black Patta (three coat) including priming coat on 56.00 Sq.m. 138.78
Concrete Surface with enamel paint, brushing, interior to give an even shade
including cleaning the surface of all dirt, dust and other foreign matter.
34 Dismentalling existing structure. 1.00 No. 10100.00
35 Providing temporary all weather fair diversion suitable for the traffic during 1.00 Job 101000.00
construction period of the bridge including providing necessary drains and all
safety measures including red lamps /signals at night for traffic etc.
Maintaining diversion for traffic till opening traffice on mains lab drain etc.
complete as per directed by engineer in charge.
i.e. Rs. Eighty Lacs, Eighty Nine Thousand, One hundred Two and Twenty Eight paisa only
I/We am/are willing to carry out the work @ ______________ % 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 Add………% Above
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.
5. Credit for dismantalled materials of amount of Rs. 5000.00 must be recovered from 1st R.A. bill of Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Dahod (R & B) Sub Division, Dahod (R & B) Division, Dahod (R & B) Division,
Dahod Dahod Dahod
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E Tender Notice - Resurf of Tarvadiya to SH Rd.pdf
SBD Book - Resurf of Tarvadiya to SH Road.pdf
BOQ - Resurf of Tarvadiya to SH Road.pdf
Specification Index.pdf
General Techical Specifications.pdf
Spe. Conditions - Road.pdf
GRs.pdf
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