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Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
4 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
Resurfacing and Strengthening of Jambusar bypass Road Ch. 0/0 to 2/40 Ta. Jambusar Dist. Bharuch under Budget Lump Provision (Normal) Year-2025-26.
293387
50/2025-26
Open
Civil - All
Bharuch
5 documents required · 5 mandatory
₹6,000
Executive Engineer Panchayat R&B Division Bharuch
₹4.3 L
20 Apr 2026
20 Apr 2026
20 Apr 2026
4 May 2026
20 Apr 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 0.48 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 567.00 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 Providing & laying compacted layer of WBM of Grading-I MCBT 2520.00 Cum 1888.70
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.
4 Providing & laying compacted WBM Grading-II using MCBT 2520.00 Cum 1927.08
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.
5 Earthwork for embankment including breaking clods, dressing 2173.00 Cum 176.88
with all lead and lift including rolling with power roller, watering
and consolidation from borrow pits within land width.
6 Providing and laying compacted of specified quarry spaull in side 480.00 Cum 1224.12
shoulder including carriage of material and spreading on
prepared base including compacting as per MOST specification
etc. complete.
7 Providing and fixing ordinary kilometer stone of precast C.C. 2.00 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,
8 Providing and fixing Hectometer stone as per I.R.C. type design 8.00 No. 356.50
including painting, lettering etc.complete (i) Fixing in C.C. 1:5:10
9 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
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
10 Hazard Marker Sign :- Providing and fixing sign board made out 8.00 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).
11 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).
12 Direction sign (Junction board) :- Providing and fixing sign boards 6.00 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)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
13 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).
14 Road marking with hot applied thermoplast compound with 560.00 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.
15 Cautionary Warning Sign :- Providing and fixing sign board made 8.00 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).
16 Informatory Warning Sign :- Providing & fixing sign boards made 2.00 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, 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
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
17 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 40.00 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)
18 Chevron sign :- Providing and fixing sign boards made out of 15.00 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-4 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 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 Construction of Dry Lean Cement Concrete Sub-base over a 1680.00 Cum 2167.67
prepared sub-grade with coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not exceeding 25 mm,
aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per table 600-1, cement content not to be
less than 150 kg/ cum, optimum moisture content to be
determined during trial length construction, concrete strength not
to be less than 10 Mpa at 7 days, mixed in a batching plant,
transported to site, laid with a paver with electronic sensor,
compacting with 8-10 tonnes vibratory roller, finishing and curing
etc. complete.
20 Cement Concrete Pavement (Construction of un-reinforced, 4200.00 Cum 6387.91
dowel jointed, plain cement concrete pavement over a prepared
sub base with 43 grade cement @ 400 kg per cum, coarse and
fine aggregate conforming to IS 383, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a batching and mixing
plant as per approved mix design, transported to site, laid with a
fixed form or slip form paver, spread, compacted and finished in
a continuous operation including provision of contraction,
expansion, construction and longitudinal joints, joint filler,
separation membrane, sealant primer, joint sealant, debonding
strip, dowel bar, tie rod, admixtures as approved, curing
compound, finishing to lines and grades as per drawing).
21 Excavation for foundation up to 1.50 mt. depth including sorting 267.00 Cum 165.77
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
22 Providing and laying in foundation with ordinary cement concrete 89.00 Cum 3105.12
M-100 mix and providing necessary vertical pin headers including
formwork, vibrating, ramming and curing complete.
23 Providing and casting in situ ordinary cement concrete M-150 mix 200.00 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.
24 Supplying and fixing reinforced concrete heavy duty non-pressure 40.00 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.
25 Providing and fixing I.S.I. mark T.M.T. Bar Fe-500D 996.00 Kg. 76.22
reinforcement for R.C.C. work including binding, bending and
placing in position complete upto floor two level.
26 White washing with lime on wall surface (two coats) to give an 136.00 Sq.m. 12.09
even shade including thoroughly booming the surface to remove
all dirt, dust, mortar drops and other foreign matter.
27 Filling available excavated earth (excluding rock) in trenches, 44.00 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.
28 Providing and laying weep hole in abutment and returns by using 36.00 No. 82.57
A.C. pipes of 100 mm dia. with laying in proper grade and jointing
the completed as per detailed specification.
TOTAL Rs.
i.e. Rs. Four Crore Thirty One lacs Eighty One thousand Three hundred Ninety Six and Twenty Two 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.
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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details.html
RAW_HTML
GRs.pdf
General Techical Specifications.pdf
Specification Index.pdf
Drawings.pdf
BOQ_BUJ_2025-26_PACK_75_JBUSR_BYPASS_RD.pdf
NIT_BUJ_2025-26_PACK_75_JBUSR_BYPASS_RD.pdf
SBD_BUJ_2025-26_PACK_75_JBUSR_BYPASS_RD.pdf
Nivida No.50.pdf
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