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Tender Value
₹2.8 Cr
EMD Value
₹2.8 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 Bridge on Bavka-Madiya-Dungari Pander Faliya Road at Ch. 0/900 Ta. Dahod Dist. Dahod
302862
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹3,600
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹2.8 L
8 May 2026
8 May 2026
8 May 2026
15 May 2026
8 May 2026
No. figures Amount
1 Box cutting the road surface to proper slope and camber for 1168.00 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.
2 Providing, laying and spreading Granular sub base (Grade-I) by 508.00 Cum 801.94
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.
3 Providing & laying compacted WBM Grading-II using MCBT metal 320.00 Cum 1135.24
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.
4 Earthwork for embankment including breaking clods, dressing 8120.00 Cum 196.49
with all lead and lift including rolling with power roller, watering
and consolidation from borrow pits within land width with all lead
5 Providing and laying quarry spaull of approved quality including 48.00 Cum 502.98
spreading, watering, consolidation with vibratory roller as per
MORTH specification including loading and unloading etc.
6 Citizen's Information Board : Providing and fixing of typical 2.00 No. 23703.69
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).
7 Road marking with hot applied thermoplast compound with 70.00 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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
8 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 400.00 Rmt. 3496.62
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, 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
9 Cautionary Warning Sign :- Providing and fixing sign board made 20.00 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
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).
10 Informatory Warning Sign :- Providing & fixing sign boards made 15.00 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).
11 Supplying and fixing Cat eye (Stimsonite) made out from Acrilo 74.00 No. 375.72
beautile sterine injuction high compressed molding with reflector
made of MMC (Prismatic type of size 12 cms x 6 cms x 2.5 cms)
provided with bituminous adhesive 100 g. with each unit for fixing
(Engineer grade).
12 Providing and laying in foundation with ordinary cement concrete 315.00 Cum 3207.71
M-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-250 560.00 Cum 5433.80
mix with Trimix C.C. Road laid as directed including vibrating,
curing and filling in joints with bitumen complete.
14 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D / 500D 10000.00 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
15 Supplying, fixing and joining reinforced concrete heavy duty non- 40.00 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.
16 Excavation for foundation up to 1.50 mt. depth including sorting 480.00 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.
17 Providing and casting in situ ordinary cement concrete M-150 mix 384.00 Cum 3784.47
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.
18 Filling available excavated earth (excluding rock) in trenches, 240.00 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.
19 Providing and laying filter media 600 mm thick as directed at back 438.69 Sq.m. 1268.86
of abutment, returns and wing walls as per detailed specifications.
20 Providing and filling sand behind abutment & between returns in 1118.56 Cum 478.82
layers as directed etc. complete.
21 Providing and laying pitching on slopes laid over prepared filter 7.52 Cum 1004.98
media including boulder apron laid dry in front of toe of
embankment complete as per drawing and technical
specifications. (Stone / boulder)
22 Providing and laying Filter material underneath pitching in slopes 3.76 Cum 1268.86
complete as per drawing and Technical specification.
23 Providing anticorrosive treatment to HYSD reinforcement with 117.86 M.T. 6206.45
fusion bonded epoxy coating (FBEC) (To be taken as per the
prevailing market rates)
24 Excavation for foundation in sand, gravel, clay soft soils and 982.91 Cum 523.28
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.
25 Providing and casting in situ ordinary cement concrete M-150 for 58.31 Cum 3651.84
R.C.C. Raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete.
26 Plain / Reinforced cement concrete in open foundation complete 162.12 Cum 5411.91
as per drawing and technical specifications. (b) M-35 grade.
27 Providing and laying in position I.S.I. mark Fe-550D T.M.T. bar 117.860 M.T. 73600.17
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing for the following. (A) Abutment
cap & dirt wall (B) Pier cap.
28 Providing and laying pitching on slopes laid over prepared filter 213.360 Cum 1051.41
media including boulder apron laid dry in front of toe of
embankment complete as per drawing and technical
specifications.
29 Providing and laying plain cement concrete / Reinforced cement 392.60 Cum 5728.64
concrete in sub structure including form work but excluding the
cost of reinforcement complete as per drawing and MORTH
specification 1500, 1700 & 2200. (d) M-35 grade.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
30 Providing and laying weep hole in brick masonary / Plain / 372.00 No. 49.25
Reinforced concrete abutment, wing walls / return wall with
mm dia. A.C. pipes, extending through the full width of the
structure with slope of 1V:20 Ht. onwards drawing etc. complete
as per drawing and technical specifications.
31 Providing and laying Reinforced cement concrete in M-35 deck 201.60 Cum 7652.91
slab over M.S. beams including form work but excluding the cost
of reinforcement complete as per drawing and MORTH
specification 1500, 1700 & 2300. (Solid slab).
32 Providing premoulded asphalt filler joints as per drawings (A) 26.88 Sq.m. 703.53
33 Providing P.V.C. 100mm diameter water spout including 7.00 No. 159.37
necessary iron grating as per drawings.
34 Providing and laying cement concrete wearing coat M-30 grade 29.30 Cum 5141.51
including reinforcement complete as per drawing and technical
specifications.
35 Reinforced cement concrete crash barrier (Provision of an 80.00 Rmt. 4547.02
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).
36 Providing and laying plain cement concrete levelling course under 9.99 Cum 4583.42
the approach slab complete as per drawing and MORTH
specification 1700, 2100 & 2700. (a) M-15 grade.
37 Reinforced cement concrete approach slab including 19.98 Cum 4999.67
reinforcement and form work complete as per drawing and
Technical specification.
38 Providing flood gauge marks on sub structure as per design 7.34 Rmt 166.90
including painting as directed etc. complete.
39 Providing masonary steps with cement pointing on approaches as 38.00 Steps 235.99
40 Providing and casting in situ controlled cement concrete M-25 for 11.04 Cum 4566.33
R.C.C Raft and cutt-off including necessary shuttering laying,
vibrating, ramming and curing complete.
41 Supplying and fixing reinforced concrete heavy duty non-pressure 53.00 Rmt. 4710.56
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.
42 Providing, laying and rolling 25 mm thick open graded premixed 20.00 M.T. 2712.86
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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
43 Providing and laying seal coat with B.T. aggregate as specified 11.00 M.T. 3191.60
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.
44 Providing and laying evenly tack coat using rapid setting emulsion 375.00 Sq.m. 13.64
(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. complete.
45 Providing and laying tack coat with bitumen emulsion (RS-1) at 375.00 Sq.m. 20.50
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. Two Crore Seventy Eight lacs Twelve thousand One hundred Eight and Sixty Eight 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 reused and dismantalled materials of amount of Rs. 3,65,499.40 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
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
BOQ.pdf
Drawings.pdf
General Techical Specifications.pdf
GRs.pdf
SBD Book - Minor bridge Bavka-Madiya Road.pdf
Specification Index.pdf
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