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Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
18 May 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. 41) Resurfacing and Strengthening of Tankari Siganrana Road Ch. 0/0 to 3/40 Ta. Jambusar Dist. Bharuch under MMGSY (Normal) Year-2025-26
303246
2/2026-27 (2nd Attempt)
Open
Civil - All
Bharuch
5 documents required · 5 mandatory
₹3,600
Executive Engineer Panchayat R&B Division Bharuch
₹2.5 L
11 May 2026
11 May 2026
11 May 2026
18 May 2026
11 May 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 0.68 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 Earthwork in cutting in all sorts of soil and soft murrum including 803.00 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.
3 Scarifying and removing bitumen macadam surface including 11220.00 Sq.m 39.63
completely removing out the entire existing bituminous surface, .
stacking useful materials on road side and disposing off
remaining stuff complete as per instruction of in charge Engineer.
4 Providing & laying compacted layer of WBM of Grading-I MCBT 1733.00 Cum 1923.04
metal of size 63mm to 45mm in required layers including using
16% stone screening, 13.2mm 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.
5 Providing & laying compacted WBM Grading-II using MCBT 1743.00 Cum 1959.40
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.
6 Earthwork for embankment including breaking clods, dressing 1901.38 Cum 181.51
with all lead and lift including rolling with power roller, watering
and consolidation from borrow pits within land width.
7 Providing and laying compacted of specified quarry spaull in side 408.00 Cum 1248.36
shoulder including carriage of material and spreading on
prepared base including compacting as per MOST specification
etc. complete.
8 Providing and laying bituminous grout 37.5mm thick with asphalt 1403.00 M.T. 2558.33
of grade VG-30 at the rate of 1.99% by weight of mix for mixing
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.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
9 Providing, laying and rolling 25 mm thick open graded premixed 987.00 M.T. 2992.63
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 power 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.
10 Providing and laying seal coat with B.T. aggregate as specified 508.00 M.T. 3502.68
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 power 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.
11 Providing and laying tack coat with bitumen emulsion (RS-1) at 18794.00 Sq.m 21.21
the rate of 4.00 Kg / 10 Sq.M. on the prepare bituminous surface .
etc. complete as directed with all labour and materials.
12 Providing and laying tack coat with bitumen emulsion (RS-1) at 18794.00 Sq.m 13.44
the rate of 2.50 Kg / 10 Sq.M. on the prepare bituminous surface .
etc. complete as directed with all labour and materials.
13 Providing and fixing ordinary kilometer stone of precast C.C. 3.00 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,
14 Providing and fixing Hectometer stone as per I.R.C. type design 12.00 No. 356.50
including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10
15 Providing and fixing Guard stone as per I.R.C. type design 87.00 No. 349.11
including white washing etc. complete (i) Fixing in C.C. 1:5:10
16 Hazard Marker Sign :- Providing and fixing sign board made out 14.00 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).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
17 Village name / Bump Ahead sign : Providing and fixing sign 6.00 No. 5045.37
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).
18 Direction sign (Junction board) :- Providing and fixing sign boards 2.00 No. 14831.71
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)
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 1701 & Annexure 1700.1 (10.16).
20 Road marking with hot applied thermoplast compound with 794.00 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 Supply & fixing logo board of MMGSY diamond size (600mm x 1.00 No. 4129.89
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.
22 Cautionary Warning Sign :- Providing and fixing sign board made 14.00 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,
reflectorized 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).
23 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 No. 3990.65
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, reflectorized 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).
24 Type - A, "W" : Metal Beam Crash Barrier (Providing and 100.00 Rmt. 3354.21
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
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)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
25 Chevron sign :- Providing and fixing sign boards made out of 4.00 No. 3711.75
1.5mm aluminium sheet / 3mm ACP (Aluminum composite
panel) size 60 x 50 cm 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-11 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB
Circular MS Pipe as required and frame fabricated from suitable
size iron angle of 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 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 10 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.
(A) Class-C Type-11 Retro reflective sheeting.
26 Excavation for foundation up to 1.50 mt. depth including sorting 730.00 Cum 167.74
out and stacking of useful material and disposing off the
excavated stuff within all lead and lift for all sorts of soil.
27 Excavation for foundation in sand, gravel, clay soft soils and 131.00 Cum 486.77
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 MT.
28 Providing and laying in foundation with ordinary cement concrete 210.00 Cum 3105.12
M-100 mix and providing necessary vertical pin headers
including formwork, vibrating, ramming and curing complete.
29 Providing and casting in situ ordinary cement concrete M-150 435.00 Cum 3678.42
mix 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.
30 Supplying and fixing reinforced concrete heavy duty non- 95.00 Rmt. 6596.14
pressure 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.
31 Providing and fixing I.S.I. mark T.M.T. Bar Fe-550D 2010.00 Kg. 76.22
reinforcement for R.C.C. work including binding, bending and
placing in position complete upto floor two level.
32 White washing with lime on wall surface (two coats) to give an 228.00 Sq.m 12.09
even shade including thoroughly booming the surface to remove .
all dirt, dust, mortar drops and other foreign matter.
33 Filling available excavated earth (excluding rock) in trenches, 450.00 Cum 130.40
plinth, sides of foundation etc. in layer not exceeding 20 cm in
depth consolidating each deposited layer by ramming and
watering etc. complete.
34 Providing and laying weep hole in abutment and returns by using 173.00 No. 82.57
A.C. pipes of 100 mm dia. with laying in proper grade and jointing
the completed as per detailed specification.
35 Providing and casting in situ controlled cement concrete M-250 41.00 Cum 4374.57
for R.C.C. raft and cut-off walls including necessary shuttering,
laying, vibrating, ramming and curing complete.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
36 Providing and casting in situ controlled cement concrete M-250 390.00 Cum 4946.89
for R.C.C. return as per drawings including centering, shuttering,
scaffolding where necessary, laying, vibrating, curing and
finishing complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2)
Abutment (3) RCC return
37 Providing and casting in situ controlled cement concrete M-250 9.00 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.
38 Providing and casting in situ controlled cement concrete M-250 53.00 Cum 5106.66
for R.C.C. solid slab including centering, scaffolding, curing and
finishing complete.
39 Providing and casting in situ controlled cement concrete M-40 for 8.00 Cum 5373.29
average 100mm thick wearing coat laid as directed including
tamping, vibrating, finishing, curing and filling in joints with
bitumen complete.
40 Providing and laying in position I.S.I. mark Fe-500D bar including 1.007 M.T. 73217.53
cutting, bending, hooking and tying complete as per detailed
41 Providing and placing in position I.S.I. mark Fe-500D bar 5.582 M.T. 72601.87
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawing. (A) Solid slab.
42 Providing P.V.C. 100mm diameter water spout including 4.00 No. 159.37
necessary grating as per drawing 0.50 per length.
43 Providing and laying filter media 600 mm thick as directed at 131.00 Sq.m 1180.34
back of abutment, returns and wing walls as per detailed .
specifications.
44 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
45 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
46 Reinforced cement concrete crash barrier (Provision of an 44.44 Rmt. 3353.20
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).
47 Demolition of brick work and stone masonry including stacking 10.70 Cum 1030.81
serviceable material and disposal of unserviceable material with
all lead and lift. (1) R.C.C. work.
48 Removal of NP2 - 900mm dia. pipe including stacking 7.50 Rmt. 60.60
serviceable material on site of work as directed.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
49 Providing, laying and spreading Granular sub base (Grade-I) by 20.00 Cum 1469.55
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.
TOTAL Rs.
i.e. Rs. Two Crore Fourty Five lacs Ninety Five thousand Three hundred Sixty Seven and Sixty Nine 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 dismantalled & reuse materials of amount of Rs. 1,58,295.41 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,
Jambusar Bharuch Bharuch
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GRs.pdf
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Drawings.pdf
SBD_MMGSY_2025-26_PACK_41_TKRIA_SIGHRNA.pdf
new boq_pack 41_tankari singarna.pdf
NIT_MMGSY_2025-26_PACK_41_TKRIA_SIGHRNA.pdf
Nivida No.2-2026-27.pdf
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