construction of various structure of bhavnagar district pkg.no./rpc-2/bvn/strc/mmgsy-normal/2025-26/p.no.6.2 ta. bhavnagar - wbm grading 1, rolling and watering of earthwork, earthwork for embankment, excavation for foundation in dense or hard soil, excavation for foundation in hard murrum, excavation for foundation in sand, gravel, clay, soft soils and murrum, excavation of foundation in hard murrum and boulders, excavation in large boulders and soft rock, excavation in hard rock, mild steel do
wel bar for foundation, rubble for apron, ordinary cement concrete m-15, ordinary cement concrete m-10, ordinary cement concrete m-20, controlled cement concrete m-20 for rcc work, controlled cement concrete m-25 for rcc raft and cut-off walls, controlled cement concrete m-20 for pier cap, abutment cap and dirt wall, controlled cement concrete m-25 for rcc solid slab, controlled cement concrete m-20 wearing coat, controlled cement concrete m-20 approach slab, controlled cement concrete m-20 kerb/kerb blocks, weep hole, filter media, mild steel dowel bars for pier cap/abutment cap, fe 500/500d tmt bar reinforcement, fe 500d tmt bar reinforcement for solid slab/approach slab/wearing coat, precast rcc railing, pre-moulded asphalt filler joints, pvc water spouts, filling available excavated earth, reinforced concrete heavy duty non-pressure pipes, dismantling stone/rubble masonry, dismantling rcc work, ordinary cement concrete m-20 wearing coat, w-type metal beam crash safety barrier, engineer grade informatory signs, engineer grade hazard marker signs, facility informatory signs, hazard marker signs, temporary all-weather and fair-weather diversion, temporary diversion for traffic.
Description :construction of various structure of bhavnagar district pkg.no./rpc-2/bvn/strc/mmgsy-normal/2025-26/p.no.6.2 ta. bhavnagar dist.bhavnagar - construction of various structure of bhavnagar district pkg.no./rpc-2/bvn/strc/mmgsy-normal/2025-26/p.no.6.2 ta. bhavnagar- wbm grading 1 providing, laying, spreading and compacting
stone aggregates of 45 to 90mm sizes water bound macadam
specification including spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-100 kn in stages to
proper grade and camber, applying and brooming, stone
screening/bindingmaterials to fill-up the interstices of coarse
aggregate, wateringand compacting to the required density
grading i as per technicalspecification clause 405. by machinery
means
125.90 one
cum
1503.94 189346.05
2 rolling and watering of earthwork in layers with vibratory roller
including filling in depression which occur during the process as
directed.
380.00 one
cum
23.18 8808.40
3 earth work for embankment including breaking clods, dressing
with all lead and lift. (excluding watering and consolidation)
selected soil from borrow area within land width from 1.00 km
lead executed with machineries.(selected soil to be used for
earthwork shall be from borrow area only having cbr not
less than 6.00%)
157.00 one
cum
161.67 25382.19
4 excavation for foundation upto 1.5 m depth including sorting
out and stacking of useful materials and disposing of the
excavated stuff upto 50 mtr lead. dense or hard soil.
97.00 one
cum
259.93 25213.21
5 excavation for foundation upto 1.5m depth including sorting out
and stacking of useful materials and disposing of the excavated
stuff upto 50 mtr lead. hard murrum
64.00 one
cum
442.90 28345.60
6 excavation for foundation in sand, gravel, clay soft soils and
murrum etc. including shoring, strutting dewatering as necessary
and disposing of the excavated stuff as directed.(a) depth upto
3.00mt and lead upto 100m
1749.00 one
cum
523.28 915216.72
7 excavation of foundation in hard murrum and boulders and very
stiff or sticky clays and other similar strata including shorting out
and struting and dewatering as necessary and disposing of the
excavated stuff as directed.
126.00 one
cum
625.88 78860.88
8 excavation in large boulders and soft rock by wedging including
shoring, strutting and dewatering as necessary and disposing of
the excavated stuff as directed,
131.00 one
cum
733.62 96104.22
9 excavation in hard rock by dry-wet blasting and chiseling
including dewatering preparing foundation base by proper
benching and stepping and disposing of the excavated stuff as
directed (b) blasting prohibited.
51.90 one
cum
1715.19 89018.36
10 providing and fixing mild steel dowel bar of minimum 32mm dia.
for anchoring by drilling holes in foundation strata including
necessary bending, hooking of dowel bars and grouting the holes
complete as per detailed drawing and as directed.
36.00 one
rmt.
450.07 16202.52
11 providing and laying rubble for apron (each stone weighting not
less than 40kg) including and packing and filling in the interstices
with quarry spalls.
211.30 one
cum
1092.51 230847.36
12 providing and casting in situ ordinary cement concrete m-15 mix
and providing necessary pin headers including shuttering,
scafilding, laying vibrating, curing and finishing complete
without v-grooves. (a) height from 0.0 m to 5.0m
523.50 one
cum
3938.30 2061700.05
construction of various structure of bhavnagar district pkg.no./rpc-2/bvn/strc/mmgsy-normal/2025-
26/p.no.6.2 ta. bhavnagar dist.bhavnagar
bill of quantities13 providing and filling in foundation with ordinary cement
concrete m-100 mix and providing necessary vertical pin headers
incl. formwork, vibrating, ramming and curing complete.
287.00 one
cum
3362.25 964965.75
14 providing and cast in situ ordinary cement concrete m-20 mix
and providing pin headers including shuttering scafolding,
laying, vibrating, curring and finishing complete without vgrooves (a) height from 0.0 m to 5.0 m
529.80 one
cum
4308.34 2282558.53
15 providing and casting in situ controlled cement concrete m-20 for
r.c.c. work in pier, abutment, return & riding 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
202.30 one
cum
5247.04 1061476.19
16 providing and casting in situ controlled cement concrete m-250
for r.c.c. raft and cut-off walls including neccesary shuttering
laying, vibrating ramming of curing complete.
477.30 one
cum
4745.95 2265241.94
17 providing and casting in situ contolled cement concrete m 20
mix for r.c.c. works in pier cap, abutment cap, and dirt wall
including controlled cement concrete m 25 bed block or pedestals
for required size below bearings as per detailed drawings,
centering, shuttering, scaffolding wherever necessary laying,
vibrating, curing and finishing complete.
14.50 one
cum
5327.23 77244.84
18 providing and casting in situ controlled cement concrete m 25 for
r.c.c. solid slab including centering, scaffolding, curing and
finishing complete.
219.30 one
cum
5475.63 1200805.66
19 providing and casting in situ contolled cement concrete- m-20
for varies thickness wearing coat laid as directed incuding.
tamping, vibrating, finishing, curring and filling in joints with
bitumen complete.
92.10 one
cum
5320.25 489995.03
20 providing and casting in situ contolled cement concrete- m-20
for approach slab including formwork, curing and finishing
complete.
84.10 one
cum
5178.40 435503.44
21 providing and casting in situ controlled cement concrete- m-200
kerb/kerb blocks including formwork,curing and finishing
complete.
13.80 one
cum
4886.92 67439.50
22 providing and laying weep hole in abutments and returns by
using a.c. / p.v.c pipe of 100mm. incl. fixing in proper grade
and jointing the complete as per detailed specification
479.20 one
no
62.93 30156.06
23 providing and laying filter media 600mm. thick directed at the
back of abutments, returns and wing walls as per detailed
specifications.
318.20 one
sqm
1268.86 403751.25
24 providing and fixing in position mild steel dowel bars in pier cap
or abutment caps for anchorage in fixed end as per detailed
drawings including cutting bending and welding complete.
12.00 one
no
341.29 4095.48
25 providing and fixing in position mild steel dowel bars in pier cap
or abutment caps for anchorage in free end as per detailed
drawings including cutting bending and welding complete.
12.00 one
no
399.70 4796.40
26 providing and laying in position fe 500/500d tmt bar
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings for the following (a) piers (b)
abutments (c) returns (d) walls etc.
6.395 one
mt
73858.69 472341.09
27 providing and fixing in position fe 500d tmt bar reinforcement
including cutting, bending, hooking, and tying complete as per
detailed drawaing solid slab /app. slab / wearing coat.
64.146 one
mt
73243.02 4698210.1428 construction of precast r.c.c. railing of m 30 grade concrete
having 2-tire (row) of hand rail dimension as shown on detail
drawing and vertical posts not to exceed 2.0m including
necessary tmt steel, formwork, painting with weateherproof
paint, supoplying of all materail, labour etc. complete as per
instruction of engineer-in-charge.
176.20 one
rmt.
1673.71 294907.70
29 providing 12 mm thick pre-moulded asphalt filler joints as per
drawings
112.90 one
sqm
703.53 79428.54
30 providing pvc 100mm. diameter water spouts including
necessary iron gratings as per drawings.
128.00 one
no
159.37 20399.36
31 filling available excavated earth (excluding rock ) in trenches
plinth sides of foundation etc. in layers not exceeding 20cm in
depth consolidating each deposited layer by ramming and
watering.
1293.00 one
cum
137.47 177748.71
32 supplying and fixing reinforced concrete heavy duty nonpressure
pipes with collars for culverts carrying heavy traffic as per is 458-
1991 specifications including setting the pipes in c.m. 1:2
watering and laying (to level or slopes) of class np3 of following
internal daimeters.i)1200mm. dia
22.50 one
rmt.
5560.00 125100.00
33 dismantling the existing structure including removing and
stacking the dismantled materials as and where directed. stone/
rubble masonary.
251.00 one
cum
418.97 105161.47
34 dismantling the existing structure including removing and
stacking the dismantled materials as and where directed. rcc
work.
206.30 one
cum
952.51 196502.81
35 providing and cast in situ ordinary cement concrete m-200
75/150/200 mm thick wearing coat laid as directed incuding.
tamping, vibrating, finishing, curring and filling in joints with
bitumen complete.
15.10 one
cum
4382.70 66178.77
36 providing and fixing "w" type metal beam crash safety barrier
comprising of single row 3 mm thick galvenized sheet to be fixed
on ismc 150 (150 mm x 75 mm x 5.4 mm) series channel vertical
post to be spaced 2.0 mtr c/c to be kept 1.65 mtr height including
necessary foundation, fittings with bolts, painting and readiam
patta and required all process as per specification and as per
drawing.
72.30 one
rmt.
3201.70 231482.91
37 informatory signs:-providing and fixing sing boards made out of
2mm aluminium sheet; size 80 x 60cms. rectangle as per the
design of irc-67-1977 pre treated with phospheting process &
acid teching; coated with one coat of epoxyprimer and two coats
of best qualityepoxy paint; reflectorised with retro refiective
sheeting as per latest m.o.s.t. specifications; 3.1m long stand
postand frame fabricated from suitable sizeiron angle of 35 x 35 x
3mm75x75x6mm as required; painted with best qualityepoxy
coatings in black and whitebends. the details of symbol for
eachboard shall details of symbol for eachboard shall be as per the
instruction ofengineer in charge. the fixing at site shall be in 1:2:4
cc block of size 45 x45 x 60cms. for each leg. including excavation
curing tec. complete under the supervision of engineer in charge.
(a) engineer grade
2.00 one
no
3856.89 7713.7838 hazard marker sign :
providing and fixing sign boards made out of 2mm aluminum
sheet : size 90*30 cms. rectangle as per design / drawing attached
(irc). pretreated with phospheting process and 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 specification: 3.1 m. long (2 nos) stand post and
frame fabricated from suitable size iron angle of 35*35*3mm and
50*50*5mm : painted with best quality epoxy coatings in black
and white bends the details of symbole 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*45*60 cms for
each leg: including excvation curing etc. comp.under the
supervision of engineer-in-charge. (a) engineer grade
4.00 one
no
2423.73 9694.92
39 facility informatory sign :-providing and fixing sign boards 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 high intensity prismatic grade retro
reflectivesheeting of type-4 as per astm d-4956 and latest
m.o.s.t.specifications; 3.6mtr 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 35 x 35 x 3mm; painted
with bestquality 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 blockof
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.
4.00 one
no
3990.64 15962.56
40 hazard marker sign :-providing and fixing sign boards made out
of 2.0 mm aluminium sheet / 4 mm acp (aluminum composite
panel); size 90x30 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
refiectivesheeting of type-4 as per astm d-4956 and latest
m.o.s.t.specifications; 1.8mtr 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 35 x 35 x 3mm; painted
with bestquality 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 blockof
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
8.00 one
no
3518.69 28149.5241 providing temporary all weather and fair weather diversion
suitable for traffic during the construction period of the bridge
including providing necessary drains and all safety measures
including earth work, quarry spall, wbm, pipe with
maintanance red/lamps/signal at night for traffic etc. complete
160.00 one
rmt.
2466.89 394702.40
42 providing temporary diversion suitable for traffic during the
construction period of the bridge/ cd work by levelling existing
ground and supplying and spreading quarry spall in layers etc.
complete
9
Days Left
Submission Date
30 SEP 2026
Opening Date
30 SEP 2026
Tender Estimated Cost
₹ 2.00 Cr.
EMD
₹ 2.01 Lakh
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Prepare a complete bid response for this tender in under 30 minutes.
Road And Building Department has invited bids for the construction of various structure of bhavnagar district pkg.no./rpc-2/bvn/strc/mmgsy-normal/2025-26/p.no.6.2 ta. bhavnagar - wbm grading 1, rolling and watering of earthwork, earthwork for embankment, excavation for foundation in dense or hard soil, excavation for foundation in hard murrum, excavation for foundation in sand, gravel, clay, soft soils and murrum, excavation of foundation in hard murrum and boulders, excavation in large boulders and soft rock, excavation in hard rock, mild steel dowel bar for foundation, rubble for apron, ordinary cement concrete m-15, ordinary cement concrete m-10, ordinary cement concrete m-20, controlled cement concrete m-20 for rcc work, controlled cement concrete m-25 for rcc raft and cut-off walls, controlled cement concrete m-20 for pier cap, abutment cap and dirt wall, controlled cement concrete m-25 for rcc solid slab, controlled cement concrete m-20 wearing coat, controlled cement concrete m-20 approach slab, controlled cement concrete m-20 kerb/kerb blocks, weep hole, filter media, mild steel dowel bars for pier cap/abutment cap, fe 500/500d tmt bar reinforcement, fe 500d tmt bar reinforcement for solid slab/approach slab/wearing coat, precast rcc railing, pre-moulded asphalt filler joints, pvc water spouts, filling available excavated earth, reinforced concrete heavy duty non-pressure pipes, dismantling stone/rubble masonry, dismantling rcc work, ordinary cement concrete m-20 wearing coat, w-type metal beam crash safety barrier, engineer grade informatory signs, engineer grade hazard marker signs, facility informatory signs, hazard marker signs, temporary all-weather and fair-weather diversion, temporary diversion for traffic. The estimated project cost is ₹2 Cr, with an EMD of ₹0.02 Cr. Interested bidders can submit applications until 30 September 2026, with the technical opening scheduled for 30 September 2026.
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