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Tender Value
₹10.5 Cr
EMD Value
₹10.5 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, Panchayat (R&B) Division, DAHOD
Resurfacing and Strengthening of Limdi-Pethapur-Chakaliya-Kharoda-Ranapur-Dahod Road Km. 5/00 to 15/80 Ta. Dahod Dist. Dahod under Budget Lump Provision Year-2025-2026 (Tribal)
302406
02 of 2026-2027
Open
Civil Works - Roads
Dahod
16 documents required · 16 mandatory
₹18,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹10.5 L
7 May 2026
7 May 2026
7 May 2026
15 May 2026
7 May 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild vegetation 4.30 Hect. 28455.09
grass bushes, shrubs, sapling and trees of girth up to 300mm
removal of stumps of trees cut earlier and disposal of unserviceable
materials and stacking of serviceable materials as per Clause-201
(area of light density) by mechanical means in area of light jungle.
2 Earthwork in cutting including preparing the slope and camber and
stacking or utilizing the cutting stuff in spoil bank as directed upto
200 meters from the end of cutting with all lead and lift.
(A) All sorts of soil and soft murrum 18538.36 Cum 137.33
3 Earthwork for embankment including breaking clods, dressing with 11402.00 Cum 170.51
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. (C) From Borrow area within all lead and lift. (with minimum
4 Rolling and watering of earthwork in layers with power roller 3708.00 Cum 23.18
including filling in depressions which occur during the process.
5 Providing & laying compacted WBM Grading-II using MCBT metal of 13983.00 Cum 1248.36
size 45mm to 63mm in required layers including using 16% stone
screening, 13.2mm size and 8% stone dust as filler including
spreading watering & consolidation by vibratory roller etc. complete.
(in required layers)
6 Providing and laying compacted of specified murrum in side 2417.00 Cum 428.24
shoulders including carriage of material and spreading on prepared
base including compacting as per MORTH specification etc.
7 Providing and laying evenly tack coat using rapid setting emulsion 68600.00 Sq.m. 19.83
(RS-1) materials at the rate of 4.00 Kg./10 Sq.m. on road surface
using emulsion pressure sprayer including the cost of all labour,
materials, heating, machinery and equipment etc. complete.
8 Providing and laying evenly tack coat using rapid setting emulsion 76909.00 Sq.m. 12.57
(RS-1) materials at the rate of 2.50 Kg./10 Sq.m. on road surface
using emulsion pressure sprayer including the cost of all labour,
materials, heating, machinery and equipment etc. complete.
9 Providing and laying bituminous grout 37.5mm thick with asphalt of 5590.00 M.T. 1842.24
grade of VG-30 at the rate of 1.99% by weight of mix 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 of 8 to 10 tonnes as
per MORTH specification including cost of all materials, asphalt,
aggregates, labour charges, royalty charges etc. completed as
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
10 Providing & laying 37.50 mm thick compacted bitumen macadam 8199.00 M.T. 2465.41
using B.T. chips aggregate as specified and mixing binder asphalt
grade of (VG-30) at the rate of 3.40% by total weight of mix
including heating and mixing in drum mix plant and spreading the
same with sencer paver finisher and consolidation with vibratory
roller including necessary firewood, oil, lubricants, labour charges
etc. using contractor's own drum mix plant and equipment, tools etc.
completed in accordance with the requirement of specification.
11 Providing and laying 25 mm thick Semi Dense Bituminous Concrete 4297.00 M.T. 3443.19
with B.T. aggregate as per MORTH gradation asphalt grade VG-30
for mixing @ 50.00 Kg. / M.T. 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 roller as
per MORTH 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. complete.
12 Providing and filling in foundation with ordinary cement concrete M- 337.00 Cum 3207.71
100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
13 Providing and casting in situ controlled cement concrete M-250 for 840.00 Cum 5105.55
CC Road pavement including formwork curing and finishing
14 Providing and casting in situ ordinary cement concrete M-150 for 38.00 Cum 3730.76
average 75mm thick wearing coat laid as directed including tamping,
vibrating, finishing, curing and filling in joints with bitumen complete.
15 Providing Trimix Machine for levelling smooth, finishing including 4200.00 Sq.m. 60.60
channel fixing electric supply etc. and dewatering of excess water
through vaccum pump including transporting for machine including
expansion joints filling asphalt filler etc. complete as directed.
16 Providing and placing in position I.S.I. mark Fe-500D T.M.T. bar 19.50 M.T. 73858.69
reinforcement for the following items including cutting, bending,
hooking and tying complete as per detailed drawing.
17 Providing and fixing ordinary kilometer stone of approved hard stone 11.00 No. 704.33
as per IRC type design and fixing in C.C 1:4:8 including lettering and
paints etc. complete.
18 Providing and fixing Hectometer stone as per I.R.C. type design 43.00 No. 356.50
including painting, lettering etc.complete (i) Fixing in CC 1:5:10.
19 Providing and fixing Guard stone as per I.R.C. type design including 307.00 No. 350.80
white washing etc. complete (i) Fixing in CC 1:5:10
20 Direction sign (Junction board) :- Providing and fixing sign boards 1.00 No. 6527.29
made out of 2mm aluminium sheet size 244 x 122cms. rectangle as
per the design of IRC-67-1977 pre treated with phospheting process
& 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 M.O.S.T. specifications; Letters and numerals should
be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x 5mm, 75 x 75 x
6mm as required 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 60cms. for
each leg including excavation curing etc. complete under the
supervision of engineer in charge. (A) Engineer Grade (VR)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
21 Regulatory / Mandatory signs : Providing and fixing sign boards 4.00 No. 3439.81
made out of 2mm aluminium sheet size 60cms. diameter circle as
per the design of IRC-67-1977 pre treated with phospheting process
& acid eteching, coated 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; 3.1m long stand post and
frame fabricated from suitable size iron angle of 35 x 35 x 3mm,
x 75 x 6mm as required; 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 60cms. for each leg including
excavation curing etc. complete under the supervision of engineer in
charge. (A) Engineer Grade (VR)
22 Village name/ Bump Ahead sign :- Providing and fixing sign board 2.00 No. 5045.36
made out of 2 mm alluminium sheet size 90 x 60 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 M.O.R.T.H. specifications. Letters and numerals should
be as per IRC-30-1968, 310m long (2 Nos.) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x 5 mm painted
with best quality epoxy coating 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 C.C. 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) Engineer grade (VR).
23 Citizen's information Board :- Providing and fixing of typical MMGSY 1.00 No. 23734.17
information board as per instruction. Two MS plates of 1.6 mm thick,
of 900 mm x 750mm size fixed at top & bottom duly welded with MS
angles of 25 x 25 x 5 mm thick M.S plate shall be welded by two
vertical M.S flats & four horizontal M.S flates 5 mm thick to 75 mm x
75 mm of 12 SWG square tubes posts duly embedded in cement
concrete M-15 grade blocks of 600mm x 600mm x 75mm, below
ground level. Painting New letters & figure of any shade with ready
mixed synthetic enample paint of superior quality in required shade
and colour, All sections of framed posts and steel tube will be
painted with primer and two coats of epoxy paints as per drawing
Clause 1701 and annexure 1700.1 (10.16) 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.
24 Hazard Marker Sign :- Providing and fixing sign board made out of 8.00 No. 2423.74
2mm aluminium sheet size 90 x 30 cms. rectangle as per the design
/ drawing attached (IRC) pretreated with phospheting & 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
M.O.S.T. specification, 3.1m long stand post and frame fabricated
from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm
painted with best quality epoxy coatings. The fixing at site shall be in
1:2:4 C.C. block of size 45 x 45 x 60cms for each leg including
excavation curing etc. complete under the supervision of Engineer in
charge. (A) Engineer grade (VR).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
25 STOP SIGN :- Providing and fixing sing boards made out of 2mm 2.00 No. 4676.06
aluminium sheet size 90 x 90cms. rectangle as per the design of
IRC-67-1977 pretreated with phospheting process & 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
M.O.S.T. specifications; 3.1m long stand post and frame fabricated
from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as
required; 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 60cms. for each leg including excavation
curing etc. complete under the supervision of Engineer in charge.
(A) Engineer grade (VR).
26 Road marking with hot applied thermo plastic paint with 2266.00 Sq.m. 367.72
reflectorising glass bend on bitumin surface. Providing and laying of
hot appllied thermo plastic compound 2.5mm thick including
reflectorising glass beads @ 250 gms. per Sqmt. area thickness of
2.5mm is exclusive 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 line should provide liminance
coefficient on cement road shall be min 130 mcd/m2/lux and asphalt
road shall be min 100 mcd/m2/lux during the service life suring day
time the marking should meet the perfomance criteria for night time
reflectivity, wet reflectivity and skid resistance as mentioned in the
section of IRC 15:2015. warranty for retro reflectivity shall be two
27 Cat eye/road stud/RPM :- Supplying of molded twin shanks raised 1220.00 No. 326.23
pavment markers made of polycarbonate and ABS moulded body
and reflective panels with icro prismatic lens (no glasss bed lens)
capable of providing total internal reflaction of the light entering the
lens face and shall support a load of 13635kgs. tested in
accordance to ASTM D 4280 type H and complying to specifications
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
20mm,130mm & 130mm and min. reflactive are of 13 sqcm on each
side and slope to base shall be 35+/-5 degree. the strength of
detachment of the integrated cylindrical shnks, (of diameter not less
than 19+/-2mm & ht not less then 30+/-2mm) from the body is to be
a min. value of 500kgf. fixing will be by drilling holes on the road for
the shanks to go inside, without nails and using epoxy rasin based
adhesive as per the manufacturer's recommendation & the color of
the marker should be as per the IRC 35-2015 & as directed by
engineer-in-charge.
28 Supply & fixing logo board of specified LOGO board as per 1.00 No. 4742.96
instructions of Engineer in charge - diamond size (600 x 600mm)
gauge & board plate size (900 x 250mm) 16 gauge thick M.S. plate
and 2.40 meter deep length single angle 75 x 75 x 6 mm size
including fitting and painting lettering with luminous colour as per
drawing etc complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
29 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 200.00 Rmt. 2994.65
"W" 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, 1.10 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 75 x
5 mm, 330 mm long complete as per clause 810) with necessary
excavation of post, providing levelling course M-10 (Size 0.65 x
x 0.10m) & foundation concrete in M-200 (size 0.5 x 0.5 x 0.15 +
x 0.3 x 0.70) as per requirement and instruction from Engineer in
30 Chevron Sign :- Providing and fixing sign boards made out of 43.00 No. 3711.75
1.5mm aluminium sheet / 3 mm ACP (Aluminium composite panel)
size 60 x 50 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 Micro Prismatic grade retro reflective sheeting of
Type-4 as per ASTM D-4956 and latest M.O.S.T. specifications,
mtr. long stand post of 75 x 75 x 6mm / 65 NB 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 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 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.
31 Providing RCC Pucca Gutter of required size (Internal Chamber 2500.00 Rmt. 9532.38
Size 1.20 m(B) x 1.30m(D)) of RCC in controlled concrete M-200
with necessary form work 1.50 m wide (Out to Out) bedding of
controlled cement concrete M-200, 10 cm depth & 1.80m wide, base
slab width of 1.50m & wall thickness of 0.15m in ordinary cement
concrete M-20, including precast R.C.C. cover slab of 0.20m thick M-
200 including chequered tiles flooring over slab cover, both side
walls 0.15m thick having 1.50 m height including provision of PVC
pipe of 150 mm dia. at 3.00 mt. C/C, TMT Fe-550(D) required (min
25 kg/cum) reinforcement as per design and drawings provided by
Engineer in charge with necessary excavation, curing, consumables
with necessary slab opening at required intervals etc. complete as
per site requirement & instruction of engineer in charge in proper
slope line and level as per attached drawing.
32 Excavation for foundation up to 1.50 mt. depth including sorting out 124.00 Cum 203.50
and stacking of useful material and disposing off the excavated stuff
within all lead and lift for Dense or hard soil.
33 Providing and casting in situ ordinary cement concrete M-150 mix 70.00 Cum 3783.77
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete without V-
grooves. (A) Height from 0.0 M. to 5.0 M.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
34 Supplying and fixing reinforced concrete heavy duty non-pressure 30.00 Rmt. 3904.48
pipes with collars for culverts including setting and joining the pipes
in C.M. 1:2 watering and laying (to level or slopes) of IS 458/1971
class NP4 casted by vertically vibrated technology of 900mm
internal diameter.
35 White washing with lime on wall surface (two coats) to give an even 86.00 Sq.m. 13.00
shade including thoroughly booming the surface to remove all dirt,
dust, mortar drops and other foreign matter.
36 Providing and fixing 20 cm x 15 cm x 2.50 cm thick year plate of 2.00 No. 279.69
marble stone plate fix in C.M. 1:4 including finishing, engraving
letters etc. complete.
37 Providing and maintaining a road diversion for traffic during the work 2.00 No. 2020.00
in progress till completion of work including providing red lamps and
necessary sign boards etc. complete. (For C.D.Works)
38 Dismentaling the existing structure including removing and stacking 121.00 Cum 952.51
the dismentelled materials as and where directed. (A) R.C.C. work
39 Dismentaling the existing structure including removing and stacking 43.00 Cum 418.97
the dismentelled materials as and where directed. (B) Rubble
TOTAL Rs.
i.e. Rs. Ten Crore Fourty Six lacs Fifteen thousand Two hundred Twenty One and Twenty Six 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
Net Rs. ___________________________ Total 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. Credit for dismantalled materials of amount of Rs. 40170.00 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 order.
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Dahod Dahod Dahod
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details.html
RAW_HTML
2.GR for Inspection 16.10.2025 NEW.pdf
2.GR for Mix Design 16.10.2025 NEW.pdf
Performance Bond and Bitumen date_260504_153117.pdf
BOQ.pdf
Drawings.pdf
General Techical Specifications.pdf
GRs.pdf
PQ - Resurf- Str Limdi Pethapur Chakaliya Kharoda Road.pdf
SBD Book - Resurf Limdi Pethapur Chakaliya Road.pdf
Specification Index.pdf
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