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Tender Value
₹9.3 Cr
EMD Value
₹9.3 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
Construction of Minor Bridges on various roads of Jhalod, Sanjeli and Dahod Taluka under MMGSY 2025-26 (Tribal) Package No. 3 (Total 5 Roads) Dist. Dahod
302422
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
16 documents required · 16 mandatory
₹12,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹9.3 L
7 May 2026
7 May 2026
7 May 2026
15 May 2026
7 May 2026
No. figures Amount
1 Excavation for foundation in sand, gravel, clay soft soils and 3377.89 Cum 523.25
murrum etc. including shoring, strutting dewatering as necessary
and disposing of the excavated stuff as directed. (A) Depth upto
3.0 M. and lead upto 100m for 10 Cum.
2 Excavation for foundation in sand, gravel, clay soft soils and 147.78 Cum 613.92
murrum etc. including shoring, strutting dewatering as necessary
and disposing of the excavated stuff as directed. (B) Depth upto
3.0 M. to 6.0 M. and lead upto 100m for 10 Cum.
3 Providing and laying in foundation with ordinary cement concrete 147.18 Cum 3577.47
M-15 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
4 Diversion of water course / providing coffer dam and bund or 5.00 No. 10100.00
island as may be necessary for foundation and maintaining the
same for the period as may be necessary (A) Diversion by
channel (V) Pier nos.
5 Providing and casting in situ controlled cement concrete M-30 for 1365.52 Cum 4724.72
R.C.C. raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete. (Foundation, (1.
Abutment, 2. Pier).
6 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 177.518 M.T. 73858.69
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing for the following. (A) Piers (B)
Abutment (C) R.C.C. returns.
7 Providing and casting in situ controlled cement concrete M-30 for 842.28 Cum 5068.30
R.C.C. works in piers, abutments and R.C.C. return as per
drawing including centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and finishing complete. (A)
Height from 0.0 mt. to 5.0 mt.
8 Providing and casting in situ controlled cement concrete M-30 for 50.13 Cum 5385.03
R.C.C. works in piers, abutments and R.C.C. return as per
drawing including centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and finishing complete. (B)
Height from 5.0 mt. to 10.0 mt.
9 Providing and casting in situ controlled cement concrete M-30 135.72 Cum 5411.73
mix for R.C.C. works in pier cap, abutment cap and dirt wall
including controlled cement concrete M-35 bed block or pedestal
of required size below bearing as per detailed drawing, centering,
shuttering, scaffolding wherever necessary laying, vibrating,
curing and finishing complete.
10 Providing and laying in position I.S.I. mark Fe-550D (T.M.T.) 143.937 M.T. 73858.69
including cutting, bending, hooking, tying, welding etc. complete
as per detailed drawing for the following. (A) Abutment cap & dirt
wall (B) Pier cap.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
11 Providing and laying weep hole in abutment and returns by using 1722.00 No. 49.25
A.C. pipes of 100 mm dia. with laying in proper grade and jointing
the completed as per detailed specification.
12 Providing and casting in situ controlled cement concrete M-30 for 841.68 Cum 5880.92
R.C.C. work in super structure including centering, ramming,
vibrating, curing and finishing complete (B) T beam Deck slab
type of super structure (II) T beam girder, slab and cross girder.
13 Providing and placing in position I.S.I. mark Fe-550D T.M.T. bar 84.160 M.T. 74727.96
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing. (B) T beam and Deck slab type
of super structure (I) Deck slab (II) Main and cross girder.
14 Providing and casting in situ controlled cement concrete M-400 122.00 Cum 5555.71
for average 100mm thick wearing coat laid as directed including
tamping, vibrating, finishing, curing and filling in joints with
bitumen complete.
15 Reinforced cement concrete crash barrier (Provision of an 288.00 Rmt. 9679.95
Reinforced cement concrete crash barrier at the edges of the
road, approaches to bridge structures and medians, constructed
with M-400 grade concrete with TMT Corrosive Reinforcement
Steel (CRS) conforming to IRC:21 and dowel bars 25 mm dia.,
450 mm long at expansion joints filled with pre-moulded asphalt
filler board, keyed to the structure on which it is built and installed
as per design given in the enclosure to MOST circular No.
RW/NH - 33022/1/ 94-DO III dated 24 June 1994 as per
dimensions in the approved drawing and at locations directed by
the Engineer, all as specified).
16 Providing P.V.C. 100mm diameter water spout including 36.00 No. 159.37
necessary iron grating as per drawings.
17 Providing and casting in situ ordinary cement concrete M-150 for 40.52 Cum 3708.76
approach slab including form work, curing and finishing complete.
18 Providing and casting in situ controlled cement concrete M-30 for 81.00 Cum 5263.79
approach slab including form work, curing and finishing complete.
19 Providing and fixing in position steel bar reinforcement of steel 18.900 M.T. 73940.53
grade I.S.I. mark Fe-550D (T.M.T.) including cutting, bending,
hooking, tying, welding etc. complete as per detailed drawing and
specification. (A) R.C.C. Approach slab (B) Wearing coat.
20 Providing and laying filter media 600 mm thick as directed at 394.29 Sq.m. 1268.86
back of abutment, returns and wing walls as per detailed
specifications.
21 Providing and filling sand behind abutment & between returns in 1641.25 Cum 478.82
layers as directed etc. complete.
22 Providing and laying pitching on slopes laid over prepared filter 2935.21 Cum 1051.41
media including boulder apron laid dry in front of toe of
embankment complete as per drawing and technical
specifications.
23 Providing and laying Filter material underneath pitching in slopes 1467.59 Cum 877.69
complete as per drawing and Technical specification.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
24 Providing pre-moulded asphalt filler joints as per drawings (A) 112.48 Sq.m. 703.53
25 Providing fusion bonded epoxy coating not less than 175 micron 117.30 M.T. 10162.62
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ATM-775M including testing of coating at plant and
all taxes (A) 10mm to 16mm dia. bar.
26 Providing fusion bonded epoxy coating not less than 175 micron 273.70 M.T. 7296.24
thickness and up to 300 micron to reinforcement bars as per IS-
13620-1993/ATM-775M including testing of coating at plant and
all taxes (B) 20mm to 32mm dia. bar.
27 Clearing and grubbing road land including uprooting wild 0.01 Hect. 28455.10
vegetation 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.
28 Box cutting the road surface to proper slope and camber for 2102.10 Cum 112.02
making a base for road work including removing the excavated
stuff and depositing on the road side slope as directed within all
lead and lift.
29 Providing, laying and spreading Granular sub base (Grade-I) by 1120.00 Cum 921.60
providing close graded MCBT material in single layer with motor
grader on prepared surface, mixing by mix in place method with
rotavator at OMC and compacted with vibratory roller 80 to
KN static weight to achieve desired density etc. completed.
30 Providing & laying compacted WBM Grading-II using MCBT 1757.00 Cum 1278.66
metal of size 53mm to 22.4mm in required layers including using
24% stone screening, 11.2mm size and 8% stone dust as filler
including spreading, watering and consolidation by vibratory roller
as per MORTH specification etc complete as directed by
engineer in charge.
31 Earthwork for embankment including breaking clods, dressing 6697.00 Cum 195.77
with all lead and lift including rolling with power roller, watering
and consolidation from borrow pits within land width with all lead
32 Providing and laying quarry spaull of approved quality including 157.00 Cum 653.95
spreading, watering, consolidation with vibratory roller as per
MORTH specification including loading and unloading etc.
33 Providing and laying in foundation with ordinary cement concrete 706.00 Cum 3207.71
M-100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
34 Providing and casting in situ controlled cement concrete M-250 1189.00 Cum 4514.95
mix with Trimix C.C. Road laid as directed including vibrating,
curing and filling in joints with bitumen complete.
35 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 22666.00 Kg. 77.29
reinforcement for R.C.C. work including binding, bending and
placing in position complete upto floor two level.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
36 Supplying, fixing and joining reinforced concrete heavy duty non- 380.00 Rmt. 1053.39
pressure pipes carrying Indian Railway standard with collars for
culverts carrying heavy traffic as per Indian Railway standard
specification including setting and joining the pipes in C.M. 1:2
watering and laying (to level or slopes) of I.S. class NP4 of
300mm internal diameter.
37 Hazard Marker Sign :- Providing and fixing sign board made out 19.00 No. 2423.74
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.R.T.H. specification, 3.1m long (2
nos.) 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 in black and white bends. The details of
symbol or inscription / numerals for each board shall be as per
instruction of Engineer in charge. 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).
38 Village name / Bump Ahead sign : Providing and fixing sign 26.00 No. 5045.36
boards 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
reflectonsed with retro reflective sheeting as per latest
M.O.R.T.H. 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 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).
39 Providing and fixing Junction board made out of 2mm aluminium 14.00 No. 6527.29
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 stand post and frame fabricated from
suitable size iron angle of 50 x 50 x 5mm 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
40 Citizen's Information Board : Providing and fixing of typical 5.00 No. 23672.38
information board as per instruction. Two M.S. plate of 1.6mm
thick of 900mm x 750mm size fixed at top and bottom duly
welded with M.S. angle with angles of 25 x 25 x 5mm thick M.S.
plate shall be welded by two vertical M.S. flat and four horizontal
M.S. flats 5mm thick to 75mm x 75mm of 12 SWG square tube
posts duly embedded in cement concrete M-15 grade C.C.
blocks of 600 mm x 600mm x 750mm below ground level.
Painting new letters and figures of any shade with ready mixed
synthetic enamel paint of superior quality in required shade and
coloured, all sections of frame joints and steel tube will be
painted with primer and two coats of epoxy paint as per drawing
clause 1701 & Annexure 1700.1 (10.16).
41 Road marking with hot applied thermoplast compound with 716.00 Sq.m. 367.72
reflectorising glass beads on bituminous surface and laying of hot
applied thermoplastic compound 2.5mm thick including
reflectorising glass beads @250 gms/sqmt area, thickness of
surface applied glass beads as per IRC 35. The finish surface to
be level uniform free from streaks and holes.
42 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 400.00 Rmt. 3235.03
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
mm spaced 2 m centre to centre, 1.8 m high, 1.1 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)
43 Cautionary Warning Sign :- Providing and fixing sign board made 26.00 No. 3808.66
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 3 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).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
44 Informatory Warning Sign :- Providing & fixing sign boards made 11.00 No. 3856.90
out of 2mm aluminium sheet size 80 x 60 cms as per 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 3 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).
45 Supply & fixing logo board of MMGSY diamond size (600mm x 4.00 No. 4008.69
600mm) 16 gauge & board plate size (900mm x 250mm)
gauge thick M.S plate and 2.40 mt. deep length single angle 75 x
75 x 6 mm size including fitting and painting lettering with
luminous color as per drawing etc. complete.
46 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 9.00 No. 1955.36
having (channel size 100 x 50 mm) i.e. C.C. 1:2:4 in headwall i.e.
painting & lettering with ordinary paint colour as per instruction of
engineer in charge.
47 Excavation for foundation up to 1.50 mt. depth including sorting 873.00 Cum 125.86
out and stacking of useful material and disposing off the
excavated stuff within all lead and lift for all sorts of soil.
48 Providing and casting in situ ordinary cement concrete M-150 mix 992.00 Cum 3779.34
and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete
without V-groove (A) height 0.0 to 5.0 mt.
49 Providing and fixing Guard stone as per I.R.C. type design 261.00 No. 350.80
including white washing etc. complete (i) Fixing in C.C. 1:5:10.
50 Filling available excavated earth (excluding rock) in trenches, 437.00 Cum 137.47
plinth, sides of foundation etc. in layer not exceeding 20 cm in
depth consolidating each deposited layer by ramming and
watering etc. complete.
51 Providing and casting in situ ordinary cement concrete M-150 for 70.00 Cum 3651.84
R.C.C. raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete.
52 Providing and casting in situ controlled cement concrete M-200 31.00 Cum 4460.61
for R.C.C. raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete.
53 Providing and casting in situ controlled cement concrete M-250 53.00 Cum 4566.34
for R.C.C. raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete.
54 Providing and casting in situ controlled cement concrete M-250 325.00 Cum 4566.34
mix & providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing etc. complete
without V-Grooves for height 0.0 to 5.0 mt.
55 PCC M-15 grade levelling course below approach slab complete 5.00 Cum 4460.61
as per drawing and technical specification.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
56 Reinforced cement concrete M-30 for approach slab including 20.00 Cum 5332.50
reinforcement and form work as per drawing and technical
specification.
57 Providing and casting in situ controlled cement concrete M-250 70.00 Cum 4566.34
for R.C.C. solid slab including centering, scaffolding, curing and
finishing complete.
58 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 40.000 M.T. 73858.70
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing for the following.
59 Provision of an Reinforced cement concrete crash barrier at the 37.00 Rmt. 3439.83
edges of the bridge, approaches to bridge structures, constructed
with M-400 grade concrete with Fe-550D reinforcement
conforming to IS 1786 with asphalt filler joint at every 10 meter
and painting on concrete surface 15cm yellow and black alternate
as per detailed drawing and Engineer in charge.
60 Flexible apron : Construction of flexible apron 1 m thick 70.00 Cum 1134.23
comprising of loose stone boulders.
61 Providing and laying flooring complete as per drawing and 13.000 Cum 3651.84
Technical specification laid over cement concrete bedding. (Rigid
62 Back filling behind abutment, wing wall and return wall complete 909.00 Cum 859.82
as per drawing and Technical specification.
63 Supplying and fixing reinforced concrete heavy duty non-pressure 265.00 Rmt. 4684.38
pipes with collars for culverts including setting and joining the
pipes in C.M. 1:2 watering and laying (to level or slopes) of I.S.
class NP-3 of 900mm internal diameter.
64 Providing, laying and rolling 25 mm thick open graded premixed 58.00 M.T. 2700.15
bituminous carpet with B.T. aggregate as specified and using
bitumen (VG-30) for mixing with aggregate at the rate of 3.36%
i.e. 33.60 kg/M.T. of total mix including heating and mixing in
drum mix plant and spreading the same with paver finisher and
consolidation with vibratory roller as per MORTH specification
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.
65 Providing and laying seal coat with B.T. aggregate as specified 34.00 M.T. 3173.39
using aggregate at the rate of 0.18 cum/10 Sqmt and bitumen
grade (VG-30) for mixing with aggregate at the rate of 4.50% i.e.
45.00 kg/M.T. of total mix including heating and mixing in drum
mix pant, spreading the same with 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. complete in accordance with
the requirement of specification.
66 Providing and laying evenly tack coat using rapid setting 1089.00 Sq.m. 14.07
emulsion (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 & equipment etc.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
67 Providing and laying tack coat with bitumen emulsion (RS-1) at 1089.00 Sq.m. 19.97
the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface
etc. complete as directed with all labour and materials.
TOTAL Rs.
i.e. Rs. Nine Crore Twenty Five lacs Fourty Five thousand Two hundred Fifty Eight and Seventy Two paisa
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 reused and dismantalled materials of amount of Rs. 14,54,750.70 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,
Jhalod Dahod Dahod
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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 - Pkg-3 - Constn various bridges on Sanjeli.pdf
SBD Book - Pkg-3 - Constn various bridges on Sanjeli.pdf
Specification Index.pdf
Work Included in Pkg-3 - Constn various bridges on Sanjeli.pdf
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