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Tender Value
₹5.9 Cr
EMD Value
₹5.9 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 & Strengthening of Ruvabari Approach Road Km 0/0 to 9/40 Ta: De.Baria Dist: Dahod under Budget Lump Provision 2025-26
302379
02 of 2026-2027
Open
Civil Works - Roads
Dahod
9 documents required · 9 mandatory
₹6,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹5.9 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 3.80 Hect. 28455.09
vegetation grass bushes, shrubs, sapling and trees of girth up
to full depth 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 5047.24 Cum 137.33
andstacking or utilising the cutting stuff in bank as directed with
all lead & Lift from the end of cutting with all lead and lift. (A) all
sorts of soil and soft murrum
3 Earth work for embankment including breaking clods, dressing 2801.00 Cum 170.51
with all lead and lift (Including watering and consolidation) (C)
from borrow Area with all lead & Lift (With minimum 6% CBR)
4 Rolling and watering of earthwork in layers with power roller 4038.00 Cum 23.18
including filling in depressions which occur during the process.
5 Scarifying gravelled macadam or bitumen macadam surface 15785.00 Sqmt 42.59
upto full BT depth including stacking useful materials on road
side and disposing off remaining stuff.
6 Providing and laying compacted WBM of Grading-II MCBT 2895.00 Cum 1767.50
metal of size 45 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)
7 Providing and laying compacted of Specified Murrum in side 2097.00 Cum 428.24
shoulder including carraige of material and spreading on
prepared base including compacting as per MOST
specification etc complete.
8 Providing and laying evenly Tack coat using Rapid setting 22550.00 Sqmt 21.33
emulsion (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 & Equipment
etc complete
9 Providing and laying evenly tack coat using Rapid setting 62408.00 Sqmt 13.52
emulsion (RS-1) materials at the rate of 2.5 Kg / 10 Sq.M. on
Road surface using emulsion pressure sprayer including the
cost of all labour, materials , heating, Machinery & Equipment
etc complete
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
10 Providing & laying Bituminous grout 37.50 mm thick with 3420.00 M.T. 2158.37
asphalt of grade of VG-30 at the rate of1.99% 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 including cost of all materials, asphalt,
aggregates, labour charges, royalty charges etc.completed as
11 Providing & laying 50 mm thick compacted bitumen Macadam 4696.00 M.T. 2844.16
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, tool etc. completed in accordance
with the requirement of specification.
12 Providing and laying 25 mm thick Semi Dense Bituminous 2464.00 M.T. 3656.91
Concrete 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
batch 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 batch mix plant
13 and paver and
Providing finisher etc.ordinary
fixing complete.
kilometer stone of precast C.C. 10.00 No. 704.33
1:2:4 including necessary reinforcement as per I.R.C. type
design in C.C. 1:4:8 including painting,lettering etc. complete
(For O.D. road V.R.)
14 Providing and fixing Hectometer stone as per I.R.C. type 38.00 No. 356.50
design including painting, lettering etc.complete (i) Fixing in CC
15 Providing and fixing Guard stone as per I.R.C. type design 362.00 No. 350.80
including white washing etc. complete (i) Fixing in CC 1:5:10
16 Direction sign (Junction board) :- Providing and fixing sign 1.00 No. 6527.29
boards 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
17 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, 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)
18 Village name/ Bump Ahead sign :- Providing and fixing sign 2.00 No. 5045.36
board 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
cms for each leg including excavation, curing etc. complete
under the supervision of Engineer-in-charge (A) Engineer
grade (VR).
19 Citizen' s information Board- Providing and fixing of typical 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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
20 Hazard Marker Sign :- Providing and fixing sign board made 40.00 No. 2423.74
out of 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).
21 STOP SIGN :- Providing and fixing sing boards made out of 2.00 No. 4676.06
2mm 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).
22 Road marking with hot applied thermoplastic paints with 1986.00 sqmt 367.72
reflectorising glass beads on bitumen 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 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 colour marking
should provide luminance coefficient on cement road shall be
min 130 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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
23 Cat Eye / Road Stud / RPM: Supplying of Moulded Twin 1065.00 No 326.23
Shanks Raised 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 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, 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
Kgs. 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-in-charge.
24 Cautionary Warning Sign :- Providing and fixing sign board 98.00 No. 3808.66
made out of 2mm aluminium sheet size 90 x 90 x 90 cms
equilateral triangle 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, refloctrorized with retro reflective sheeting as per the
latest M.O.R.T.H. specification, 3.1 Mt. long stand post and
frame fabricated from suitable size iron angle of 35 x 35 x
mm, 75 x 75 x 6 mm; painted with best quality epoxy coating 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) Engineer grade (VR).
25 Supply & fixing logo board of specified LOGO Board as per 1.00 Nos. 4742.96
instructions of Engineer in charge - diamond size (600 X
600mm) 16 gauge & board plate size (900x 250mm) 16 gauge
thick M. S plate and 2.40 meter deep length single angle 75x
75x 6 mm size including fitting and painting lettering with
luminous colour as per drawing etc.
26 Type - A, "W" : Metal Beam Crash Barrier : Providing and 50.00 Rmt. 2994.65
erecting a "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,
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 including necessary
excavation of Post, providing levelling course M-10 (size 0.65 x
0.65 x 0.10 m) & foundation concrete in M-200 (size 0.5 x 0.5 x
0.15 + 0.3 x 0.3 x 0.70) as per requirement and instruction
from engineer in charge.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
27 Providing and filling in foundation with ordinary cement 154.00 Cum 3207.71
concrete M-100 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and curing
28 Construction of un-reinforced,dowel jointed,plain cement 2455.00 Cum 5283.31
concrete pavement over a prepared sub base with concrete
grade M300,coarse and fine aggregate conforming to IS
383.maximum size of coarse aggregate not exceeding
29 Providing and laying in position I.S.I. mark Fe-500(D) T.M.T. 4.30 M.T. 73858.69
bar reinforcement for Structural items / Temperature Steel
including cutting bending hooking and tying complete as per
detailed drawing.
30 Excavation for foundation up to required depth including 339.00 Cum 203.50
sorting out and stacking of useful material and disposing off
the excavated stuff within all lead and lift for Dense or hard
31 Providing and casting in situ ordinary cement concrete M-150 210.00 Cum 3783.77
mix and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete
without V-grooves. (With All Lead & Lift)
32 Supplying and fixing reinforced concrete heavy duty non- 67.50 Meter 3904.48
pressure pipes with collars for culverts including setting and
joining the pipes in C.M. 1:2 watering and laying (To level of
slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated
technology of following internal diameter. 900 mm dia.
33 White washing with lime on wall surface (two coats) to give an 261.00 Sqm. 13.00
even shade including thoroughly brooming the surface to
removed all dirt, dust mortar drops and other foreign matter.
34 Providing and fixing 20 cm. x 15 cm. x 2.5 cm. thick year plate 7.00 No 279.69
of marble stone set in C.C. 1:4 including finishing and
engraving letters etc. complete.
35 Providing and maintaining a road diversion for traffic during the 7.00 No 2020.00
work in progress till completion of work including providing red
lamps and necessary sign boards etc. complete. (For
C.D.Works)
36 Providing and casting in situ ordinary Cement concrete M.150 68.00 Cu.m. 3730.76
mix for av. 75 mm thick wearing coat laid as directed including
tamping, vibrating, finishing,curring and filling in joints with
bitumen complete.
37 Dismentaling the existing structure including removing and 68.00 Cum 952.51
stacking the dismentelled materials as and where directed. (A)
R.C.C. work.
38 Dismentaling the existing structure including removing and 148.00 Cum 418.97
stacking the dismentelled materials as and where directed. (B)
Rubble Masonry
39 Construction Of Dry Lean Cement Concrete Sub-Base Over A 853.00 Cum 2352.29
Prepared Sub-Grade With Coarse And Fine Aggregate
Conforming To Is: 383, The Size Of Course Aggregate Not
40 Exceeding 25mm,
Chevron sign Aggregate
:-Providing andCement Ratioboards
fixing sign Not Tomade
out of 38.00 No. 3711.75
1.5mm aluminium sheet / 3mm ACP (Aluminum composite
Panel); size 60x50cm rectangular as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching;
TOTAL Rs.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
i.e. Rs. Rupees Five Crore EightyFive Lakh Three Thousand FourtySix Paise SeventyEight Only
Deputy Executive
Divisional
EngineerAccount Officer
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
Deputy Executive
Divisional
Engineer Account Officer
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. 33720 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
Panchayat (R & B) Sub Division
Divisional Account Officer Executive Engineer
Panchayat (R & B) Division, Panchayat (R & B) Division,
Dahod Dahod
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details.html
RAW_HTML
MMGSY ENVIRONMENT GR new.pdf
GR for Inspection 16.10.2025.pdf
GR for Mix Design 16.10.2025.pdf
Performance Bond and Bitumen date_260504_153117.pdf
01 Type SBD Book Ruvabari App. Rd.pdf
02 SCH-B.pdf
03 Specification Index.pdf
04 Specifications.pdf
05 GR -01 Page 01 to 40.pdf
05 GR -02 PAge 41 to 81.pdf
05 GR -03 PAge 82 to 134.pdf
06 Testing Schedule.pdf
07 Section Drawings.pdf
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