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Tender Value
₹34.6 L
EMD Value
₹35,000
Closing Date
11 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R and B Division, Himatnagar
Resurfacing of Lolasan Approach Road Km 0/00 to 1/650 (Resu C.C Road Protection Wall & Road Furniture)
298997
16 of 2025-26
Open
Civil Works - Roads
Sabarkantha
6 documents required · 6 mandatory
₹1,500
Executive Engineer, R and B Division, Himatnagar
₹35,000
24 Apr 2026
24 Apr 2026
24 Apr 2026
11 May 2026
24 Apr 2026
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
1 Clearing and grubbing road land including 0.58 84256.66 Hect
uprooting rank vegetation grass 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 Box cutting the road surface to proper slope 244.00 109.05 Cum
and camber for making a base for road work
including removing the excavated stuff and
depositing on the road side slope as directed.
3 Dismentaling the existing structure including 119.00 930.23 Cum
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C.
4 Earthwork for embankment including breaking 841.00 192.15 Cum
clods, dressing with all lead 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 with lead and lift.
5 Providing, laying, and compacting Quarry spall 110.00 650.88 Cum
for Road side shoulders including spreading in
uniform thickness, rolling with vibratory roller
80-100 kN static wt. to proper grade and
camber including watering etc. complete.
6 Construction of B.T.M.C. granular sub-base by 153.00 1476.39 Cum
providing granular material of Grading II,
spreading in uniform layers with motor grader
on prepared surface, mixing by mix in place
method with front end loader at OMC, and
compacting with vibratory roller to achieve the
desired density, complete as per clause
7 Providing and fixing Hectometer as per I.R.C. 3.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C.C. 1:5:10
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
8 Providing and fixing indicator stone of 38.00 343.27 No.
approved stone as per I.R.C. type design in
C.C. 1:4:8 including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
9 Providing and fixing guard stone as per I.R.C. 18.00 350.80 No.
type design including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
10 Cautionary Warning Sign :- Providing and fixing 32.00 3906.19 No.
sign boards made out of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pre treated with phospheting
process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy
paint ; reflectorised with High Intensity Prismatic
Grade retro refiective sheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T. Specifications;
3.6mtr long stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with best quality epoxy
coatings in black and white bends. The details of
symbol for each board shall be as per the
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x
60 Cms. for each leg including excavation, curing
etc. complete under the supervision of engineer
in charge. A warranty for 7 years for the Retro
reflective sheeting from original manufacturer & a
certified copy of 3 year outdoor exposure test
report from third party test lab for the product
offered shall be submitted by contractor. (B)
Class-B Type-4 Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
11 Regulatory / Mandatory Sign :-Providing and 14.00 3540.12 No.
fixing 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 High Intensity Prismatic Grade
retro refiective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.6mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
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.
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
12 Direction (Junction) Sign :- Providing and fixing 5.00 21287.51 No.
sign 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 High Intensity Prismatic Grade
retro refiective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 4.0mtr
(2 Nos.) long stand post of Iron Angle 75 x 75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
50x50x5 mm; 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
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
13 Village name Sign :- Providing and fixing sign 2.00 6397.43 No.
boards 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 High Intensity Prismatic Grade
retro refiectivesheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.3mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
x 3mm; painted with best quality epoxy coatings
in black and white bends. the details of symbol or
inscription / numerals for each board shall be as
per the instruction of engineer in charge. The
fixing at site shall be in 1:2:4 CC block of size
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
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
14 STOP Sign :- Providing and fixing sign boards 3.00 6704.36 No.
made out of 2mm aluminium 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
refiective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.6mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
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.
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
15 Chevron sign :- Providing and fixing sign boards 30.00 3711.75 No.
made out of 1.5mm aluminium sheet / 3mm ACP
(Aluminum composite Panel); size 60x50 cm
rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two
coats of best quality epoxy paint ; reflectorised
with High Intensity Prismatic Grade retro
refiective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 3.3 mtr
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
35x35x3 mm; painted with best quality epoxy
coatings in black and white bends. the details of
symbol or inscription / numerals for each board
shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 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 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
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
16 Hazard Marker Sign :- Providing and fixing sign 30.00 3518.69 No.
boards made out of 2.0 mm aluminium sheet /
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 High Intensity Prismatic Grade
retro refiective sheeting of Type-4 as per ASTM D-
4956 and latest M.O.S.T. Specifications; 1.8mtr
long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x
x 3mm; painted with best quality epoxy coatings
in black and white bends. The details of symbol
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
17 Road marking with hot applied thermoplastic 396.00 367.72 Sqmt
paints with reflectorising glass beads on bitumin
surface providing and laying a hot applied
thermoplastic 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
mcd/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. Warranty for the Retro
reflectivity should be two years.
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
18 Cat Eye / Road Stud / RPM: Supplying of Molded 202.00 326.23 No.
Twin Shanks Raised Pavement Markers made of
polycarbonate and ABS moulded body and
reflective panels with 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
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 of 13 Sqcm on each side and the slope to the
base shall be 35 +/- 5 degree. The strength of
detachment of the integrated cylindrical shanks, (of
diameter not less than 19 +/- 2 mm and height not
less than 30+/- 2 mm) from the body is to be a
minimum value of 500 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 manufacturers recommendation and The
color of the marker should be as per the IRC 35-
2015 and as directed by Engineer-in-charge.
19 Finishing wall with weather proof exterior 208.00 73.75 Sqmt
emulsion paint on wall surface (two coats) to
give an required shape even shade after
thoroughly brushing the surface to remove all
dirt, and remains of loose powdered
materials.etc complete.
20 Excavation for foundatiuon upto 1.5 m depth 54.00 253.85 Cum
incl. Sorting out & stacking of useful material &
disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
21 Providing and laying controlled cement 69.00 4280.54 Cum
concrete M.150 for curing complete excluding
cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete
22 Supplying and fixing reinforced concrete heavy 15.00 3469.26 Rmt
duty 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. (v) 900mm dia.
23 Providing and laying controlled cement 144.00 4356.67 Cum
concrete M.200 for curing complete including
cost of formwork and reinforcement for
reinforced concrete work in (A) Foundations,
footings, Base of columns and Mass concrete
Description of Item
Item Rate In
(with brief specification and reference to book Quantity Unit Amount
No. figures
of specifications)
24 Providing TMT Bar FE 500D reinforcement for 2340.00 77.29 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
25 Providing Kachha Diversion may be necessary 1.00 15150.00 No.
for traffic and maintaining the same for the
period as may be necessary as directed by
engineer in charge.
26 Dismentalling the existing structure including 1.00 15150.00 No.
removing & stacking the dismentalled materials
as and where directed.
27 Providing and laying contolled cement concret 147.00 5700.13 Cum
M-30 and curing complete including
compacting with surface mechanical vibrator,
mechanical floater, chanelling formwork,
grooving including providing dowel bar, tai bar,
expantion joint and construction joint including
filling asphalt filler joint as per instruction of
Engineer in charge.
Total Rs.
Rupees ThirtyFour Lakh Sixty Thousand Nine Hundred One and Paisa FourtyNine Only
I / We am / are willing to carry out the work at ________________________________% above / below
percent (should be written in figure 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
Net Rs.__________________ Net Rs.__________________
In words __________________ In words __________________
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 Dismentalling of Credit materials amounting of Rs. 2000.00 must be recovered from Contractor's
respective R.A. Bill.
Signature of Contractor
Deputy Executive Engineer Executive Engineer
R.& B. Sub Division R.& B. Division
Himatnagar Himatnagar
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details.html
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2.GR to be attached with DTP_SBD.pdf
GRs - SBD with Index_compressed.pdf
GR - 1.pdf
GR - 2.pdf
GR - 3.pdf
GR - 4.pdf
GR - 5.pdf
General Specification.pdf
BOQ - Resf. - Lolasan Approach Road Km.0.00 to 1.650.pdf
SBD Book_2023_Resf. - Lolasan Approach Road Km.0.00 to 1.650.pdf
Specification - Resf. - Lolasan Approach Road Km.0.00 to 1.650.pdf
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