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Tender Value
₹3.3 Cr
EMD Value
₹3.3 L
Closing Date
29 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R&B Division Bharuch
(Package No. 57) Resurfacing and Strengthening of Nava Tariya Bavari Road Ch. 0/0 to 7/10 Ta. Ankleshwar Dist. Bharuch under Kishanpath Yojna - 2025-26 (Normal)
293117
49/2025-26
Open
Civil - All
Bharuch
5 documents required · 5 mandatory
₹6,000
Executive Engineer Panchayat R&B Division Bharuch
₹3.3 L
15 Apr 2026
15 Apr 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 2.84 Hect. 28393.04
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.
2 Box cutting the road surface to proper slope and camber for 962.50 Cum 104.21
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.
3 Earthwork in cutting in all sorts of soil and soft murrum including 1677.00 Cum 127.75
conveying and spreading the stuff, embankment as and where
directed within 200 meters from the end of cutting with all
required lead and lift.
4 Scarifying gravelled macadam or bitumen macadam surface 6cm 9900.00 Sq.m. 39.63
to 10 cm depth including stacking useful materials on road side
and disposing off remaining stuff.
5 Providing, laying and spreading Granular sub base (Grade-I) by 305.00 Cum 1039.29
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.
6 Providing & laying compacted WBM Grading-II using MCBT 2770.00 Cum 1447.33
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.
7 Earthwork for embankment including breaking clods, dressing 4393.00 Cum 182.85
with all lead and lift including rolling with power roller, watering
and consolidation from borrow pits within land width.
8 Providing and laying compacted of specified quarry spaull in side 852.00 Cum 858.50
shoulder including carriage of material and spreading on
prepared base including compacting as per MOST specification
etc. complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
9 Providing and laying bituminous grout 37.5mm thick with asphalt 1857.00 M.T. 2470.46
of grade VG-30 at the rate of 1.99% by weight of mix for mixing
@ 4.00 kg/10 sq.mt. for tack coat 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 directed including flushing key
aggregate @ 0.13 cum/10 sq.m.
10 Providing and laying 37.5 mm compacted thick Bituminous 2042.00 M.T. 2768.41
Macadam with B.T. aggregate as per MORT& H specification &
bitumen grade VG-30 for mixing @ 34 Kg. / M.T. i.e. 3.4% of total
weight of mix including heating & mixing the aggregate & asphalt
in continuous batching mix plant and spreading the same by
paver finisher & consolidation with vibratory roller including
providing all materials equipments, tools & plants, fire wood, oil,
kerosene, labour charges etc. complete using contractor's own
machinery drum mix plant & paver finisher etc. complete in
accordance with the requirement of specification including
providing and laying uniformly tack coat (4.00 Kg/10 Sq.m.)
11 Providing & laying 20 mm thick mix seal surface using B.T. stone 1139.00 M.T. 3537.02
chips as per MORT&H gradation Type - A and Specification with
bitumen grade VG-30 for mixing at the rate of 51.00 kg/M.T. of
total weight of mix (i.e. 5.10 % of total wt. of mix) and mixing
aggregate and asphalt by drum mix plant and spreading the
same by paver finisher including rolling and consolidation with
static roller and providing tools and plant fire wood, oil, kerosene,
labour charges using contractor own machineries etc. complete.
12 Providing and fixing ordinary kilometer stone of precast C.C. 7.00 No. 704.34
1:2:4 including necessary reinforcement as per IRC type design
in C.C 1:4:8 including painting, lettering etc. complete. (For ODR,
13 Providing and fixing Hectometer stone as per I.R.C. type design 7.00 No. 356.50
including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10
14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 1.00 No. 1935.15
including necessary reinforcement as per I.R.C. type design in
C.C. 1:4:8 including painting, lettering etc. complete (For N.H.,
S.H. and M.D.R.)
15 Providing and fixing Guard stone as per I.R.C. type design 160.00 No. 349.11
including white washing etc. complete (i) Fixing in C.C. 1:5:10
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
16 Hazard Marker Sign :- Providing and fixing sign boards made out 12.00 No. 3518.69
of 2mm aluminium sheet / 4mm ACP (Aluminum composite
panel) size 90 x 30 cms. 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; 1.8mtr long stand post of 75 x 75 x 6mm
/ 65NB 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 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 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
17 Village Name / Bump Ahead Sign :- Providing and fixing sign 6.00 No. 6397.44
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite panel) size 90 x 60 cms. 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-
and latest M.O.S.T. specifications; 3.3mtr long stand post of 75 x
75 x 6mm / 65NB 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 of symbol or inscription/letters / 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 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
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
18 Direction (Junction) Sign :- Providing and fixing sign boards made 2.00 No. 21287.51
out of 2mm aluminium sheet / 4mm ACP (Aluminum composite
panel) size 244 x 122 cms. 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 High Intensity Prismatic
grade retro reflective sheeting of Type-4 as per ASTM D-4956
and latest M.O.S.T. Specifications; 4.0mtr (2 Nos.) long stand
post of Iron angle 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of
x 50 x 5mm; 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 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
19 Citizen's Information Board : Providing and fixing of typical 1.00 No. 23062.34
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
& Annexure 1700.1 (10.16).
20 Road marking with hot applied thermoplast compound with 2130.00 Sq.m. 367.73
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
21 Cautionary Warning Sign :- Providing and fixing sign boards 12.00 No. 3906.19
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite panel) size 90 x 90 x 90 cms. equilateral triangle 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; 3.6mtr long stand post of 75 x
75 x 6mm / 65NB 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 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
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
22 Informatory Warning Sign :- Providing and fixing sign boards 2.00 No. 3990.65
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite panel) size 80 x 60 cms 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; 3.6mtr long stand post of 75 x 75 x
6mm / 65NB 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 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
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.
23 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 120.00 Rmt. 3354.21
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)
24 Excavation for foundation up to 1.50 mt. depth including sorting 448.00 Cum 189.31
out and stacking of useful material and disposing off the
excavated stuff within all lead and lift for all sorts of soil.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
25 Excavation for foundation for depth from 1.50 mt to 3.00 mt. 223.00 Cum 486.77
including sorting out and stacking of usefull material and
disposing of the excavated stuff up to 50 Mt. lead (B) Dense &
Hard soil.
26 Excavation for foundation for depth from 3.00 mt to 5.00 mt. 18.00 Cum 571.09
including sorting out and stacking of usefull material and
disposing of the excavated stuff up to 50 Mt. lead (B) Dense &
Hard soil.
27 Providing and laying in foundation with ordinary cement concrete 409.00 Cum 3105.12
M-100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
28 Providing and casting in situ ordinary cement concrete M-150 mix 215.00 Cum 3678.42
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.
29 Supplying and fixing reinforced concrete heavy duty non-pressure 52.50 Rmt. 6596.20
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-4 of 1200mm internal diameter.
30 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 8578.00 Kg. 76.22
reinforcement for R.C.C. work including binding, bending and
placing in position complete upto floor two level.
31 White washing with lime on wall surface (two coats) to give an 182.00 Sq.m. 12.09
even shade including thoroughly booming the surface to remove
all dirt, dust, mortar drops and other foreign matter.
32 Providing and casting in situ controlled cement concrete M-250 550.00 Cum 4318.76
mix with Trimix C.C. Road laid as directed including vibrating,
curing and filling in joints with bitumen complete.
33 Providing and laying in foundation with ordinary cement concrete 481.00 Cum 4374.57
M-250 & providing necessary vertical pin headers in including
shuttering, scaffolding, laying, vibrating, curing and finishing
complete without V-groove (height 0 to 5 mt.)
34 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 339.88
in pier caps or abutments caps for anchorage in fixed end as per
detailed drawing including cutting, bending and welding complete.
35 Providing and fixing in position mild steel dowel bars (I.S.I. mark) 8.00 No. 396.28
in pier caps or abutments caps for anchorage in free end as per
detailed drawing including cutting, bending and welding complete.
36 Providing and casting in situ controlled cement concrete M-250 22.00 Cum 5025.07
for R.C.C. works in pier cap, abutment cap and dirt wall including
controlled cement concrete M-300 bed block or pedestal of
required size below bearing as per detailed drawing, centering,
shuttering, scaffolding wherever necessary laying, vibrating,
curing and finishing complete.
37 Providing and casting in situ controlled cement concrete M-250 86.00 Cum 5106.66
for R.C.C. solid slab including centering, scaffolding, curing and
finishing complete.
38 Providing and casting in situ controlled cement concrete M-400 14.00 Cum 5373.31
for average 100mm thick wearing coat laid as directed including
tamping, vibrating, finishing, curing and filling in joints with
bitumen complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
39 Providing and casting in situ controlled cement concrete M-250 20.25 Cum 5106.66
for R.C.C. approach slab including centering, scaffolding, curing
and finishing complete.
40 Providing and laying in position I.S.I. mark Fe-500D bar for mass 1.224 M.T. 73217.53
concrete in pier, abutment, wing wall including cutting, bending,
hooking and tying complete as per detailed drawing.
41 Providing and placing in position I.S.I. mark Fe-500D bar 11.190 M.T. 72601.87
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing for Slabs, Cap & dirt wall.
42 Providing 12mm thick asphalt filler joint as per drawing. 15.12 Sq.m. 702.13
43 Providing and laying weep hole in abutment and returns by using 161.00 No. 82.57
A.C. pipes of 100 mm dia. with laying in proper grade and jointing
the completed as per detailed specification.
44 Providing and laying filter media 600 mm thick as directed at 168.00 Sq.m. 1180.34
back of abutment, returns and wing walls as per detailed
specifications.
45 Providing and filling sand behind abutment and behind return in 315.39 Cum 445.41
layers as directed.
46 Providing and laying rubble for apron (each stone weighting not 30.48 Cum 1041.05
less than 40 kg) including packing and filling in the interstices with
quarry spalls.
47 Provision of an Reinforced cement concrete crash barrier at the 50.00 Rmt. 9616.21
edges of the deck, approaches to bridge structures, constructed
with M-40 grade concrete with TMT Fe-550D reinforcement
conforming to IRC:21 and dowel bars 25 mm dia., 450 mm long
at expansion joints filled with pre-moulded asphalt filler board as
per the drawing having bottom size of 450mm, top 225mm and
Ht. 1100mm all locations as directed by the Engineer.
48 Demolition including stacking serviceable material and disposal 1.932 Cum 1030.20
of unserviceable material with all lead and lift. (1) R.C.C. work.
49 Demolition of brick work and stone masonry including stacking 36.00 Cum 536.09
serviceable material and disposal of unserviceable material with
all lead and lift. (2) Rubble masonary.
50 Supplying and fixing reinforced concrete heavy duty non-pressure 15.00 Rmt. 4685.19
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-4 of 900mm internal diameter.
51 Providing laying and rolling 25 mm thick open graded premixed 10.00 M.T. 2744.17
bitumineous carpet with B.T. aggregate as specified and using
bitumen for mixing with aggregate at the rate of 3.36 % i.e.
kg/MT. of total mix including heating and mixing in drum mix plant
and spreadig 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, tool etc. completed in accordance with the
requirement of specification.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
52 Providing and laying sealcoat with B.T. agreegate as specified 6.00 M.T. 3255.23
using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen
(VG-30) for mixing with agreegate at the rate of 4.50 % i.e.
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 including necessary firewood,
oil, lubricants, labour charges using contractor's own drum mix
plant machineries and equipment, tools etc. complete in
accordance with the requirement of specification.
53 Providing and laying evenly tack coat using rapid setting emulsion 188.00 Sq.m. 13.44
(RS-1) material at the rate of 2.50 kg/10 sqm on road surface
using emulsion pressure sprayer including the cost of all labour
materials, heating, machinery & equipment.
54 Providing and laying tack coat with bitumen emulsion (RS-1) at 188.00 Sq.m. 21.21
the rate of 4.00 kg/10 sqm on the prepare bituminous surface etc.
complete as directed with all labour and materials.
TOTAL Rs.
i.e. Rs. Three Crore Twenty Seven lacs Seventy Two thousand Six hundred Fifty Six and Sixty Eight 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 dismantalled & reuse materials of amount of Rs. 1,47,942.24 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,
Ankleshwar Bharuch Bharuch
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GRs - Special Conditions.pdf
General Techical Specifications.pdf
Specification Index.pdf
Drawings.pdf
BOQ_KP_2025-26_PACK_57_TARIA BAVRI ROAD.pdf
SBD_KP_2025-26_PACK_57_TARIA BAVRI ROAD.pdf
NIT_KP_2025-26_PACK_57_TARIA BAVRI ROAD.pdf
Nivida No.49.pdf
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