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Tender Value
₹2.4 Cr
EMD Value
₹2.4 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
MMGSY Year (2025-26), Construction of Minor Bridges on Baroda Mander Handi road at ch. 3/85, Ta:Singvad, Dist:Dahod
302689
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹2.4 L
7 May 2026
7 May 2026
7 May 2026
15 May 2026
7 May 2026
Name of Work:- 'MMGSY Year (2025-26), Construction of Minor Bridges on Baroda Mander Handi road at ch. 3/85,
Ta:Singvad, Dist:Dahod
Memorandum showing items of work to be carried out
Estimated Rates
Sr. No. Item Description Quantity Unit Total Amount (₹)
Sr. No. Item Description Quantity Unit Total Amount (₹)
In Figure In Words
1 Carry out alignment survey work by total station 1.00 LS 25250.00 Rupees Twenty
including marking of centre line of the bridge Five Thousand
and various other component structures, taking Two Hundred
ground levels and details of existing structures Fifty Only
within 40 m from centre line, providing and
fixing necessary reference pillars, establishing
bench marks, establishing foundation layout on
ground, including submission longitudinal
section, cross section and report of survey work
in three copies with soft copy in CD to Engineer-
in-charge as directed.
2 Provding flood guage makrs on substructure as 6.00 Sqm 166.90 Rupees One
per deisign including painting complete Hundred Sixty Six
and Ninety Paise
3 Providing and fixing marble slab including 2.00 Nos. 1012.65 Rupees One
engraving letters / numbers, painting complete. Thousand Twelve
4 Providing and filling sand behind abutments and 182.00 Cum 478.82 Rupees Four
between returns in layers as directed. Hundred Seventy
Eight and Eighty
5 Providing masonry steps with cement pointing 100.00 Nos. 235.99 Rupees Two
on approaches on both ends as directed. Hundred Thirty
Five and Ninety
Nine Paise Only
6 Excavation for foundaion in sand, gravel, clay 213.00 Cum 523.28 Rupees Five
soft soils and murrum etc. including shoring Hundred Twenty
strutting dewatering as necessary and disposing Three and Twenty
of the excavated stuff as directed. (A) Depth up Eight Paise Only
to 3.0 M & lead up to 100 m.
7 Excavation in Large Boulders and soft to 771.00 Cum 733.62 Rupees Seven
medium rock by wedging including Shoring and Hundred Thirty
Strutting and dewatering as necessary and Three and Sixty
disposing of the Excavated stuff as directed. Two Paise Only
8 Excavation in Hard Rock By Dry-Wet blasting 542.00 Cum 1715.19 Rupees One
and chiselling including dewatering preparing Thousand Seven
foundation base by Proper benching and Hundred Fifteen
stepping and disposing of the Excavated stuff as and Nineteen
directed. (A) Blasting Prohibited. Paise Only
9 Excavation for foundation upto 1.5 m depth 594.00 Cum 160.89 Rupees One
including sorting out and stacking of useful Hundred Sixty and
materials and disposing off the excavated stuff Eighty Nine Paise
upto 50 Meter lead.(B) Dense or Hard soil Only
10 Providing and filling in foundation with ordinary 85.00 Cum 3578.43 Rupees Three
Cement concrete M-15 mix and providing Thousand Five
necessary vertical pin headers including Hundred Seventy
formwork, vibrating, ramming and curing Eight and Forty
complete. Three Paise Only
11 Providing and fixing FE 550D dowel bars of 317.00 Rmt 545.40 Rupees Five
minimum 32 mm dia for anchoring by drilling Hundred Forty
holes in foundation strata including necessary Five and Forty
bending, hooking of dowel bars and grouting the Paise Only
holes complete as per detailed drawing and as
12 Providing and casting in-situ controlled cement 405.00 Cum 4725.79 Rupees Four
concrete of M30 grade for RCC work for Raft Thousand Seven
and cut-off wall including dewatering, Hundred Twenty
scaffolding / centring, shuttering, mixing, Five and Seventy
placing in position, consolidating with Nine Paise Only
mechanical vibrators, curing, deshuttering
carefully, making good the damages, fixing
embedment, inserts, pockets, wherever necessary
as per specification and drawing.
13 Providing and placing in position FE 550D bar 90.90 MT 73858.69 Rupees Seventy
reinforcement for following items including Three Thousand
cutting bending hooking and tying complete as Eight Hundred
per detailed drawing.For well :- curb, staining, Fifty Eight and
cap and RCC Raft, (A) Piers (B) Abutments (C) Sixty Nine Paise
R.C.C. Returns (D) Abutment cap and Dirt wall Only
14 Providing and filling trenches of Excavation in 74.00 Cum 3521.87 Rupees Three
Rocky strata with ordinary cement concreate Thousand Five
(M15) as directed. Hundred Twenty
15 Providing and casting in situ controlled cement 327.00 Cum 5332.80 Rupees Five
concrete M30 for RCC return as per drawings Thousand Three
including centering shuttering scaffolding where Hundred Thirty
necessary laying vibrating curing and finishing Two and Eighty
complete (A) Height from 0.0 to 5.0 m.(1) Piers Paise Only
(2) Abutment (3) RCC return.
16 Providing and casting in situ controlled cement 49.00 Cum 5649.94 Rupees Five
concrete M30 for RCC return as per drawings Thousand Six
including centering shuttering scaffolding where Hundred Forty
necessary laying vibrating curing and finishing Nine and Ninety
complete (A) Height from 5.0 to 10.0 m.(1) Piers Four Paise Only
(2) Abutment (3) RCC return.
17 Providing and casting in-situ controlled cement 71.00 Cum 5412.59 Rupees Five
concrete of M30 grade for RCC work in pier Thousand Four
cap, abutment cap, dirt wall including controlled Hundred Twelve
cement concrete M35 bed blocks or pedestal of and Fifty Nine
required size below bearing as per detailed Paise Only
drawings centering, shuttering, scaffolding
wherever necessary, laying, vibrating, curing,
finishing,complete as per specification.
18 Providing and Fixing in Position FE 550D 24.00 Nos. 437.33 Rupees Four
Dowel Bars in Pier Caps or Abutment Caps for Hundred Thirty
anchorage in fixed end as per Detail drawing Seven and Thirty
Cutting, bending and welding complete as Three Paise Only
19 Providing and Fixing in Position Fe 550D Dowel 24.00 Nos. 494.90 Rupees Four
Bars in Pier Caps or Abutment Caps for Hundred Ninety
anchorage in free end as per Detail drawing Four and Ninety
Cutting, bending and welding complete as Paise Only
20 Providing and laying filter media 600 mm thick 583.00 Sqm 1268.86 Rupees One
as directed at the back of abutments returns and Thousand Two
wing walls as per detailed specifications. Hundred Sixty
Eight and Eighty
21 Providing and laying weep hole in abutment and 407.00 Nos. 49.25 Rupees Forty Nine
returning by using A.C. pipes of 100 mm. and Twenty Five
diameter including laying in proper grade and Paise Only
joining etc. complete as per detailed
22 ifi i and laying TAR paper below solid
Providing 59.00 Sqm 60.60 Rupees Sixty and
slab Sixty Paise Only
23 Providing and casting in situ controlled cement 240.00 Cum 5472.18 Rupees Five
concrete M30 for R.C.C. Solid Slab including Thousand Four
centering,Scaffolding,Curing and finishing Hundred Seventy
complete. Two and Eighteen
24 Providing and placing in position FE 550D TMT 18.00 MT 73243.02 Rupees Seventy
bar reinforcement including cutting, bending, Three Thousand
hooking, and tying complete as per detailed Two Hundred
drawing.(A)Solid Slab Forty Three and
25 Providing PRE moulded asphalt filler joints as 32.00 Sqm 770.60 Rupees Seven
per drawings.(a)20mm thick Hundred Seventy
and Sixty Paise
26 Providing and casting in situ controlled cement 30.00 Cum 5565.10 Rupees Five
concrete M40 for average 100 mm. thick Thousand Five
wearing coat laid as directed including tamping Hundred Sixty
vibrating finishing curing and filling in joints Five and Ten Paise
with bitumen complete. Only
27 Providing Crash Barrier of controlled cement 24.00 Cum 5147.97 Rupees Five
concrete M40 as per detailed with necessary Thousand One
reinforcement including shuttering laying Hundred Forty
vibrating and finishing to line and level Seven and Ninety
complete. (i) cast in situ. Seven Paise Only
28 Providing and fixing in position FE550D TMT 9.07 MT 73243.02 Rupees Seventy
bars reinforcement including cutting, bending, Three Thousand
hooking and tying complete as per detailed Two Hundred
drawings.(A) RCC Kerb.(C) RCC Approch Slab Forty Three and
(D) Wearing Coat. Two Paise Only
29 Providing Pvc. 100 mm diameter water spouts 18.00 Nos. 159.37 Rupees One
including necessary iron gratings as per Hundred Fifty
drawings. Nine and Thirty
Seven Paise Only
30 Supplying and laying of Extruded Biaxial 1512.00 Sqm 199.98 Rupees One
Polypropylene Geogrid for base/sub-base Hundred Ninety
reinforcement of having minimum tensile Nine and Ninety
strength 40kN/m in the longitudinal and Eight Paise Only
transverse direction and confirming to MORTH
specifications, laid in layers below approach
slab, above or in WMM layer of flexible
pavement, etc. with all necessary tools to
complete the work as per drawing.
31 Providing and applying of painting on concrete 24.00 Sqm 43.43 Rupees Forty
surface (P&L of 2 coat of water base cement Three and Forty
paint to un plastered concrete surface after Three Paise Only
cleaning the surface of
dirt,dust,oil,greese,efflorescence and appling
paint @ 1 lit for 2 sqm.
32 Providing fusion bonded Epoxy coating not less 27.00 MT 10162.62 Rupees Ten
than 175 micron thickness and up to 300 micron Thousand One
to reinforcement bars as per IS-13620- Hundred Sixty
1993/ASTM-775 M including testing of coating Two and Sixty
at plant and all taxes (A) 10mm to 16mm dia bar Two Paise Only
33 Providing fusion bonded Epoxy coating not less 62.00 MT 7296.24 Rupees Seven
than 175 micron thickness and up to 300 micron Thousand Two
to reinforcement bars as per IS-13620- Hundred Ninety
1993/ASTM-775 M including testing of coating Six and Twenty
at plant and all taxes (B) 20mm to 32 mm dia bar Four Paise Only
34 Providing and maintaining a diversion road 40.00 Rmt 8484.00 Rupees Eight
suitable for traffic during the construction period Thousand Four
of the Bridge/CD works, including necessary Hundred Eighty
earthwork, 400 mm thick GSB-I, Seal coat , Four Only
Carpet, NP4 Hume pipes of 1200 mm dia, and
diversion sign boards, all as per the instructions
of the Engineer-in-Charge, complete.
35 Providing and casting in situ controlled cement 23.00 Cum 5264.12 Rupees Five
concrete M30 for approach slab including form Thousand Two
work curing and finishing complete. Hundred Sixty
Four and Twelve
36 Dismentaling the existing structure including 107.50 Cum 952.51 Rupees Nine
removing and stacking the dismentelled Hundred Fifty
materials as and where directed. (A) R.C.C. Two and Fifty One
work Paise Only
37 Clearing and grubbing road land including 0.05 Hec. 28455.09 Rupees Twenty
uprooting trunk vegetation, grass bushes, shrubs, Eight Thousand
sapligs and trees girth upto 300 mm removal of Four Hundred
stumps of trees cut earlier & disposal of Fifty Five and
unserviceable material. (C) By Mechanical Nine Paise Only
means in area of light jungle.
38 Earth work for embankment including breaking 3199.35 Cum 182.14 Rupees One
clods, dressing with all lead and lift and Hundred Eighty
including watering, rolling and consolidation of Two and Fourteen
subgrade in layers at O.M.C. to required dry Paise Only
d it i l di filli th d i hi h
39 Supplying, stacking & spreading Hard murrum 17.00 Cum 969.60 Rupees Nine
on road side for hard side shoulder of work as Hundred Sixty
per specification including rolling & watering Nine and Sixty
complete. Paise Only
40 Construction of granular sub-base Gr-I by 110.00 Cum 1445.31 Rupees One
providing coarse graded B.T. machine crushed Thousand Four
material satisfying MOST specification of Hundred Forty
(grading I) using materials (53 mm to 26.5 mm@ Five and Thirty
35 percent, 26.5 mm to 4.75 mm @ 45 percent, One Paise Only
2.36 mm below @ 20 percent) including
spreading in uniform layer with motor grader on
prepared surface, mixing by mix in place method
with rotavator at OMC and compacting with
vibratory roller to achieve the desired density
41 Providing, laying, spreading and compacting 175.50 Cum 1362.49 Rupees One
graded stone aggregate to Wet Mix Macadam Thousand Three
(WMM) specification including premixing the Hundred Sixty
material with water at OMC in mechanical mix Two and Forty
plant carriage of mixed material by tripper to Nine Paise Only
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.
42 Providing and applying priming coat with 675.00 Sqm 62.62 Rupees Sixty Two
emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. and Sixty Two
including cost of asphalt and preparing the Paise Only
surface heating, and applying etc. complete.
43 Providing & laying bituminious base course 51.00 MT 2402.79 Rupees Two
37.50 mm thick compacted in layer asphalt VG- Thousand Four
30 grade at 1.99 % by weight of mix for mixing Hundred Two and
and 4.0 kg/10 smt asphalt (RS-1) for tack coat & Seventy Nine
using B.T. chips of required gradation including Paise Only
cleaning and heating asphalt, premix material by
drum mix process in proper gradation and laying
with paver finisher including rolling and
consolidation with 8-10 tonne vibratory roller
and providing all material equipment, tools, and
plants, fire wood, oil, kerosene labour charges
etc. complete using contractor's own
machinaries, drum mix plant and paver finisher
44 Providing, laying 25mm thick compacted 36.00 MT 2969.40 Rupees Two
bituminous carpet considering 0.66 cmt./10Smt. Thousand Nine
Stone chips for one M.ton as per specification, Hundred Sixty
using the asphalt at rate 33.60 Kg/M.ton (i.e. Nine and Forty
3.36% by weight of total mix)and asphalt for Paise Only
tack coat at rate 2.5 Kg/ 10sq.mt. including
heating and mixing the asphalt and stone
aggregates by continuous batching of drum mix
plant and transporting and spreading the same by
paver finisher and consoli-dation with vibratory
roller with necessary equipments oil,
kerosene,fire wood labour charges etc comp.with
contractor's own machineries and equipment
tools etc. complete in accordance with the
45 Providing and laying seal coat with B.T. 19.00 MT 3218.37 Rupees Three
aggregate as specified using aggregate at the rate Thousand Two
of 0.18 Cu.mt./10 Sq. mt. and bitumen grade Hundred Eighteen
VG-30 for mixing with aggregate at the rate of and Thirty Seven
4.50 % i.e. 45.00 Kg. / M.T including heating & Paise Only
mixing in hot / drum mix plant & transporting &
46 Providing and laying asphalt painting on B.T. 675.00 Sqm 31.62 Rupees Thirty One
surface with bitumen VG-30 at rate of 5 Kg/10 and Sixty Two
sqmt. of bitumen and spreading stone dust on Paise Only
painting surface at the rate of 0.03 Cu.mt /10
47 Informatory Signs :-Providing and fixing sing 2.00 Nos. 3856.90 Rupees Three
boards made out of 2mm aluminium sheet; size Thousand Eight
80 x 60cms. rectangle as per the design of IRC- Hundred Fifty Six
67-1977 pre treated with phospheting process & and Ninety Paise
acid teching; coated with one coat of Only
epoxyprimer and two coats of best qualityepoxy
paint; reflectorised with retro refiective sheeting
as per latest M.O.S.T. Specifications; 3.1m long
stand postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm75x75x6mm as
required; painted with best qualityepoxy coatings
in black and whitebends. the details of symbol
for eachboard shall details of symbol for
eachboard shall be as per the instruction
ofengineer in charge. The fixing at site shall be
in 1:2:4 CC block of size 45 x45 x 60cms. for
each leg. including excavation curing tec.
48 Cautionary Warning Sign :-Providing and fixing 2.00 Nos. 3808.66 Rupees Three
sing boards made out of 2mm aluminium sheet; Thousand Eight
size 90 x 90 x 90 cms. equilateral triangle as per Hundred Eight and
design of IRC-67-1977. Pre treated with Sixty Six Paise
phospheting process & acid etching; coated with Only
one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with retro
refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand postand
frame fabricated from suitable sizeiron angle of
35 x 35 x 3mm, 75 x 75 x 6mm as required;
painted with bestquality epoxy coatings in black
andwhite 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
49 Road Marking with hot thermoplastic paints with 48.00 Sqm 367.72 Rupees Three
reflectorising glass beads on bitumin surface Hundred Sixty
providing and laying a hot applied thermoplasic Seven and Seventy
compound 2.5 mm thick including refectorising Two Paise Only
glass beads @ 250 gms per sqm area, thickness
of 2.5 mm 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/Centre line/
edge line/ Cut patta. The White color marking
should provide liminance coefficient on cement
road shall be min 130 mcd/m2/lux and Ashphalt
road shall be min. 100 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 section-15 of IRC-
2015 Warrenty For Reflectivity shall be Two
50 Cat Eye / Road Stud/RPM: Supplying of MoIded 120.00 Nos. 217.40 Rupees Two
Twin Shanks Raised Pavement Markers made of Hundred
polycarbonate and ABS moulded body and Seventeen and
reflective panels with MIcro prismatic lens (No Forty Paise Only
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 Ci,cular 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
51 Providing and fixing 'W' type safety barrier using 220.00 Rmt 3354.21 Rupees Three
M.S. iron channel 150mm x 75m x 5mm size Thousand Three
erected at 2.0 Mt. center to center and providing Hundred Fifty
'W' shaped galvanised steel sheet guard rail 3mm Four and Twenty
thick for crash barrier in single row as per One Paise Only
detailed drawing with fabrication and installation
charges including providing foundation block of
size 0.60 x 0.60 x 0.75 Mt. in C.C. 1:2:4 and oil
painting two coats with one coat of red oxide etc
52 Providing and filling in foundation with ordinary 59.40 Cum 3207.71 Rupees Three
Cement concrete M-100 mix and providing Thousand Two
necessary vertical pin headers including Hundred Seven
formwork, vibrating, ramming and curing and Seventy One
complete. Paise Only
53 Provading & casting in situ ordinary cement 583.20 Cum 3784.47 Rupees Three
concrete M 150 mix and providing necessary Thousand Seven
pinheaders including , shuttering scaffolding Hundred Eighty
laying vibrating and finishing without V- Four and Forty
Grooves. (A) Heigth from 0.0 m to 5.0m for Seven Paise Only
head wall of causeway
54 Filling available excavated earth (Excluding 594.00 Cum 137.47 Rupees One
Rock) in trenches, Plinth, sides of foundations Hundred Thirty
etc. in layers not exceeding 20 cm in depth Seven and Forty
consolidating each disposited layer by ramming Seven Paise Only
I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be
written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.
*Estimated amount *Estimated amount
Put to tender (Rs.) Rs…24233659.9339 Put to tender (Rs.) Rs.24233659.9339
Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..
Net Rs. …………………… Total Rs. ………….
*( please strike out whichever is not applicable)
Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -264427/- Rupees
towards salvage value of dismentalled material likely to be available from dismentalling the existing structure
irrespective of the dismentalled quantity actuallly received on site.
Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.
All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck
by the contractor under his signature.
Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for
work under all conditions,site moisture, weather etc.
The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ)
Note :- 5 with detailed specification and details of work and amount involved at site without any payment as directed by the
Engineer-in-charge.
Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.
Note :- 7 To be continued on additional sheet,if found necessary.
Signatur Deputy Executive Engineer Executive Engineer
e of Panchayat (R&B) Sub Division Panchayat (R&B) Division
Bidder Limkheda Dahod
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details.html
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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
BARODA MANDER HANDI ROAD-20-07-2025.pdf
GR All.pdf
SBD Bridge on Baroda Mander Handi Rd.pdf
SCH.B Bridge on Baroda Mander Handi Rd.pdf
Technical Specification .pdf
Testing Shedule baroda mander handi.pdf
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