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Tender Value
₹9.6 Cr
EMD Value
₹9.6 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, Vadodara
CONSTRUCTION OF VARIOUS STRUCTURES ( MINOR BRIDGE , BOX CULVERT, PROTECTION WALL ,GABION WALL AND SLAB DRAIN) OF UNDER MMGSY (N) PACKAGE NO.50/2025-26. 1) SADHLI TO KUKAS ROAD AT KM. 0/2 TO 0/4 TA:- SINOR 2) AVAKHAL TERSA ROAD AT KM. 2/4 TO 2/6 TA:- SINOR 3) ANKHI RAMNATH ROAD AT KM. 1/6 to 1/8 TA:- VADODARA 4) DABHOI KARNET ROAD AT CH. 6/400 TO 6/800 TA:- DABHOI 5) KOTALI SUKHLIPUR ROAD AT CH. 1/6 TO 1/8 TA:- VADODARA 6) KAGDIPURA ANTOLI ROAD AT CH. 0/4 TO 0/6 TA:- WAGHODIA 7) RAJNAGAR NAVARAMPURA ROAD AT CH. 1/0 TO 1/2 TA:- WAGHODIA 8) EKALBARA TO DABHASA ROAD AT CH. 0/4 TO 0/6 TA:- PADRA 9) BHOJ STATION TO GAYAPURA THIKARIYA AT CH. 3/0 TO 3/2 AND SLAB DRAIN ACROSS LOCAL STREAM ON TA:- PADRA 10) KAGDIPURA ANTOLI ROAD AT CH. 0/6 TO 0/8 TA:- WAGHODIA 11) DABHOI-TIMBI-DALIVADA ROAD AT CH. 2/0 TO 2/2 TA:- DABHOI 12) DHARAMURI VADAJ TENTALAV ROAD AT CH. 1/4 TO 1/8 TA:- DABHOI 13) JITPURA APPROACH ROAD (V.R.) AT CH. 0/8 TO 1/0 TA:- WAGHODIA 14) WAGHODIA NEW AJWA DEVALIYA (V.R.) AT CH. 2/0 TO 2/1 TA:- WAGHODIA 15) RAJPURA SARNEJ ROAD AT CH. 0/6 TO 0/8 AND CONTRUCTION OF TA:- WAGHODIA 16) PIPE CULVERT & PROTECTION WALL ON DABHASA UMARAYA ROAD (MDR) KM. 0/400 TO 0/600 TA:- PADRA 17) PROTECTION WALL ON SAMRAT BEND TO KHOKHARAOURA JOINING ROAD (V.R.) KM. 1/200 TO 1/400 TA:- PADRA 18) GABION WALL AT KOTNA APPROACH ROAD KM. 1/200 TO 1/400. TA:- PADRA (2nd Attempt)
300706
01 of 2026-2027
Open
Civil - All
Vadodara
17 documents required · 17 mandatory
₹12,000
Executive Engineer, Panchayat (R&B) Division, Vadodara
₹9.6 L
2 May 2026
2 May 2026
2 May 2026
15 May 2026
2 May 2026
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
1 Dismantling of existing structures including stacking of
serviceable materials and disposal of unserviceable materials
with all lead and lift.
i) R.C.C. work 543.10 Cum. 908.20
ii) Rubble Masonary work 97.90 Cum. 389.74
2 Dismantling of Structures (Dismantling of existing structures
like culverts, bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood work, steel
work, including T&P and scaffolding wherever necessary,
sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and
lead of 1000 metres)
upto 600 mm dia 90.00 Rmt. 183.16
above 900 mm dia 40.00 Rmt 309.21
3 Excavation for foundation in sand , gravel , clay soft soils &
murrum etc. including sorting and strutting and dewatering as
necessary and disposing of excavated stuff as directed. With
all lead & lift.
(A) Depth upto 3.0M. 6921.09 Cu.m. 498.94
(B) Depth from 3.0 m to 6.0 m 241.00 Cum 585.37
4 Providing & filling in foundation as base course with ordinary 1357.46 Cu.m. 3677.00
cement concrete of M 15 mix and providing necessary
vertical pin headers including formwork vibrating ramming &
curing complete.
5 Providing and casting in situ controlled cement concrete M-25 239.87 Cu.m. 5155.04
for R.C.C. box, Approach slab & Retaing Wing wall as per
drawings including centering huttering, scaffolding where
necessary, laying vibrating, curing and finishing complete.
6 Providing and laying Pitching on slopes laid over prepared 790.32 Cu.m. 1051.41
filter media including boulder apron laid dry in front of toe of
embankment complete as per drawing and Technical
7 Providing and laying rubble for apron (each stone weighing 726.66 Cu.m. 1067.08
not less than 40 Kg.) including hand packing and filling in the
interstices with quarry spall.
8 Providing & laying weep hole in Abutments, and returns by 1954.00 Each 84.63
using A.C. pipe of 100mm including laying in proper grade and
jointing the completed as per detailed specification.
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
9 Providing and fixing in position of steel grade FE-500D / FE- 182.63 MT. 73858.69
550D (TMT) for Box Culvert, Wearing Coat & Approach
Slab,Retaining wall Including cutting hooking, tying, welding
etc., complete as per detailed drawing and specification.
10 Provision of an Reinforced cement concrete crash barrier at 250.00 Rmt 6665.89
the edges of the road, approaches to bridge structures and
medians, constructed with M-40 grade concrete with Fe-
500D/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, 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 as per drawing attached.
11 Providing G.I. 100 mm. diameter water spouts including 88.00 Each 536.03
necessary iron gratings as per drawings.
12 Providing and laying Filter material underneath pitching in 395.46 Cu.m. 877.69
slopes complete as per drawing and Technical specification
13 Providing and laying Filter Media 600mm Thick directed at the 214.30 Cu.m. 782.00
back of Abutment, return and wing walls as per detailed
14 Filling available excavated earth/wethered rock in 4724.89 Cu.m. 132.60
trenches,sides of foundations etc. in layers not exceeding
cm in depth consolidating each disposited layer by ramming
15 Clearing and grubbing road land including uprooting rank 1.70 Hectare 28455.09
vegetation , grass , bushes , shrubs , saplings and trees of
girth upto 300 mm removal of stumps of trees cut earlier and
disposal of unserviceable materials (I) By Mechanical means
in area of light jungle.
16 Back filling between returnwall shall be selected soil having 3128.40 Cu.m. 456.55
properties as C=0Kg/Sq. ∅=30° for embankment including
breaking clods dressing With all lead and lift and including
watering, rolling, and consolidation of subgrade in layers at
O.M.C. to required dry density including filling the depressing
which occur during the process using Vibratory roller 8T to
10T. (E) From Borrow area With all lead & lift.
17 Construction of 150/200 mm thick compacted coarsed 2147.70 Cu.m. 1326.34
granular subbase (Grade-I crushed B.T materials of 53 mm to
mm @ 20 %) by providing close graded material , mixing in a
mechanical mix plant at OMC,carriage of a mix material to
work site, spreading uniform layers with motor grader on
prepared surface and compacting with vibratory power roller
to achieve desire density , complete clause as per
18 Providing and Laying 250 mm thick W.B.M. of Grading - II,of 1679.15 Cu.m. 1976.59
reqiued compacted thickness in each layer of 100 mm using
B.T.M.C. metal of size 53mm to 22.4mm in layers including
13% stone screening 11.2mm size and 7% stone dust as
filler, including spreading, watering and cosolidation by
vibratory roller as per MoRTH specifications etc. complete as
directed by Engineer-in-charge.
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
19 Providing & Laying bituminious grout 37.5 mm.thick 554.00 MT 2293.62
compacted with bitumen of grade VG 30 at rate 1.99% by
weight of mix for mixing & 2.5Kgs/10Smt bitumen grade VG
30 for tack coat and 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 work as per MORT & H specification
including cost of labour , materials & plants, fuel , oil etc
20 Providing laying and rolling 25 mm thick open graded 621.33 MT 2827.84
premixed bitumineous carpet with B.T. aggregate as specified
and using bitumen 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 consolidationwith power 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
21 Providing and laying seal coat with B.T. aggregate as specified 326.71 MT 3271.64
using aggregate at the rate of 0.18cum/10sqmt and bitumen
grafe VG-30 for mixing with aggregate at the rate of 4.5 %
i.e. 45.00 Kg/M.T. of total mix including heating and mixing in
drum mix plant and spreading the same by paver finisher and
cponsolidation with power roller including necessary fire wood
oil, lubricants, labour charges using contractor's own drum
mix plant, machineries and equipment, tools (including
flushing & screened stone dust etc. completre in accordance
with the requirement of specification.
22 Providing and applying tack coat with emulsion RS1 grade at 19184.53 Sq.m. 20.50
the rate of 3.50 kg/ 10 Sq.mt. including cost of asphalt and
preparing the surface heating, and applying etc. complete.
23 Road marking with hot applied thermo plastic paints with 340.30 Sq.m. 367.73
reflectorising glass beads on bitumin surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
includlng reflectorsing glass beads@ 250 gms per sqm area,
thickness of 2.5mm is excluding of surface applied glass beds
as per IRC-35 2015. The finished surface to be level,uniform
and free from sreaks and holes. zebra patta/bump patta
lane/center line/edge line/cut patta. The white color marking
should provide liminance coefficent on cement road shall be
min 130mcd/m2/lux and Asphalt road shall be min
mcd/m2/lux during the service life during the day time. The
marking should meet the performance criteria for night time
reflectivity,wet reflectivity and skid resistnce as mentioned in
the section 15 of IRC35-2015. warrenty for retro reflectivity
shall be two years
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
24 Cautionary Warning Sign :-Providing and fixing sing boards 50.00 Each 3808.66
made out of 2mm aluminium sheet; size 90 x 90 x 90 cms.
equilateral triangle as per 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 refiectivesheeting as per latest
M.O.S.T.Specifications; 3.1m long stand postand frame
fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x
75 x 6mm as required; painted with bestquality epoxy
coatings in black andwhite bends. The details of symbol
foreach board shall be as per theinstruction 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)
Engineer Grade(VR)
25 Hazard Marker Sign :-Providing and fixing sing boards made 46.00 Nos 2423.74
out of 2mm aluminium sheet; size 90 x 30cms. rectangle as
as per the design/drawing attached (IRC) pretreated with
phospheting process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per latest
M.O.S.T. Specifications; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm &
x 50 x 5mm painted with best quality epoxy coatings The
fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms.
for each leg. including excavation curing etc. complete under
the supervision of engineer in charge.(A) Engineer
26 Regulatory/Mandatory signs :Providing and fixing sing boards 48.00 Nos 3439.81
made out of 2mm aluminium sheet; size 60cms. diameter
circle as per the design of IRC-67-1977 pre treated with
phospheting process & acid eteching; coated with one coat of
epoxy primer and two coats of best quality epoxy paint;
reflectorised with retro refiective sheeting as per latest
M.O.S.T. Specifications; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm
75x75x6mm as required; 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
x 45 x 60cms. for each leg. including excavation curing etc.
complete under the supervision of engineer in charge.(A)
Engineer Grade(VR)...
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
27 Chevron sign :-Providing and fixing sign boards made out of 43.00 Each 3711.75
1.5mm aluminium sheet / 3mm ACP (Aluminum composite
Panel); size 60x50cm 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; 3.3 mtr 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 of35x35x3mm; painted with bestquality 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
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. (A) Class-B Type-4 Retro Reflective sheeting
28 Providing and fixing hectometer as per I.R.C. type design 15.00 Each 356.50
including painting lettering etc. complete fixing in C.C. 1:5:10.
29 Cat Eye/ Road Stud / RPM: Supplying Raised Pavement 335.00 Each 217.41
Markers made of polycarbonate and ABS moulded body and
reflective panles with micro prismatic lens (No Glass lens)
capable of providing total internal reflection of light entering
the lens face and shall support a load of 13635 kgs. tested in
accordance to ASTM D 4280 Type H and Complyinh to
Specification of Category A of MORTH Circular No
RW/NH/33023/10-97 -Do III Dt 11.06. 1997. The height,
width and length shall not exceed 20mm, 130 mm and
130mm and with minimum reflective area of 13 sqcm on each
side and the slope to the base shall be 35+/-5 degrre. The
body of the marker should having finger grip for easy and
accurate placement and application with epoxy/ bituminous
Adhesive as recommended by the manufacturer of the
marker. The color of the marker should be as per the IRC 35-
2015 and as directed by Engineer-in-charge
30 Metal Beam Crash Barrier (Providing and erecting a "W" metal 680.04 Rmt 3743.06
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
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 811)
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
31 Citizens information Board:Providing and fixing of typical 13.00 Nos 22997.70
information board as per instruction.Two MS plates of 1.6m
thick, of 900mm x 750mm size fixed at top & bottom duly
welded with MS angles pf 25 x 25 x 5mm thick M.S plate shall
be welded by two vertical M.S flates 5 mm thick to 75 mm x
75 mm of 12 SWG square tubes posts duly embedded in
cement concrete M-15 grage blocks of 600mm x 600mm x
750mm, below ground level.Painting new letters & figure of
any shade with ready mixed synthetic enample paint of
superior quality in required shade and colour, All sections of
framed posts and steel tube will be painted with primer and
two coats of epoxy paints as per drawing
32 Supply & fixing logo board of diamond size (600 x 600 mm) 13.00 Nos 4306.64
16 gauge & board plate size (900 x250 mm) 16 gauge thick M
S Plate and 2.40 meter deep length single angle 75 x 75 x
mm size including fitting and painting lettering with luminous
colour as per drawing etc.
33 Providing and fixing guard stone as per I.R.C. type design 1432.00 Each 350.81
including white washing etc. complete fixing in C.C. 1:5:10
34 Providing & casting in situ Controlled cement concrete M-25
mix and providing necessary pin headers including shuttering,
scaffolding, laying, vibrating, curing and finishing complete
without V-Groves. (1) Piers (2) Abutment (3) RCC return
(A) Height from 0.0 to 5.0 M. 2910.81 Cum 4361.18
(B) Height from 5.0 to 10.0 M. 12.00 Cum 5364.26
35 Providing and fixing pre-cast concrete kerb stone of gray 583.80 RMT 382.05
cement based concrete block 30cm length,30cm height and
15cm thick of M25 grade concret as per approved design and
including excavation for fixing in proper line and level,filling
the joint with C:M 1:3 (1cement:3 fine sand) etc complete.
36 Providing and laying - Fitter Media 600mm thick directed at 2406.30 SQM 1209.85
the back of abutments, returns and wing walls as per detailed
specifications.
37 Earthwork for embankment including breaking clods, dressing 2393.00 Cum 382.79
with all lead and lift and including watering rolling and
consolidation of subgrade in layers at O.M.C. to required dry
density including filling the depression which occur during the
process using vibratory roller 8T to 10T.(A) From Borrow pits
within land width
38 Construction of 200 mm thick compacted coarsed granular 910.00 Cu.m. 1403.48
subbase by providing coarse graded machine crushed B.T.
material satisfying MOST specification (Grade-V crushed B.T.
stone aggregate 26.5 mm to 9.5 mm @ 50 %, 9.5 mm to
mm @ 20% and 2.36 mm below @ 30 % ) including
spreading in uniform layer with motor grader on prepared
surface, mixing by mix in place method with rotavator at OMC
and compacting with vibratory roller to achieve the desired
density etc. complete.
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
39 Cautionary Warning Sign :-Providing and fixing sign boards 12.00 Each 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
High Intensity Prismatic Grade retro refiectivesheeting 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
40 Facility Informatory Sign :-Providing and fixing sign boards 8.00 Nos 5906.48
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 refiectivesheeting of Type-11 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 bestquality epoxy coatings in black and white
bends. The details of symbol foreach board shall be as per
theinstruction 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 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
41 Hazard Marker Sign :-Providing and fixing sign boards made 12.00 Nos 3518.69
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
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
42 Regulatory / Mandatory Sign :-Providing and fixing sign 12.00 Nos 3540.12
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 60 cms. Dia Circle 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; 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.
43 Diversion Ahead Sign :-Providing and fixing sign boards made 10.00 Nos 9867.07
out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 180x60 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; 3.1 mtr long
stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB
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
44 Supplying and fixing reinforced concrete heavy duty 487.50 RMT 4491.62
nonpressure pipes with collars for culverts including setting
and joining the pipes in C.M. 1:2 watering and laying (To level
of slops of I.S. 458 / 1971 Class NP4 of following internal
diameter. (v) 1000 mm dia.
45 Demolition of Brick work and stone masonry including 13.50 cum 365.24
stacking of serviceable materilas and disposal of unserviceable
materials with all lead and lift..
46 Removing all type of hume pipes and stacking within a lead of 60.00 Rmt 216.65
1000 metres including earthwork and dismantling of masonry
47 Diversion of watercourse / providing cofferdam and bund or 8.00 Each 57457.64
island as may be necessary for foundation and maintaining
the same for the period as may be necessary. (For Estimate
No. Estimate-JITPURA APPROACH ROAD, WAGHODIA NEW
AJWA DEVALIYA, EKALBARA TO DABHASA ROAD, DABHOI-
TIMBI-DALIVADA ROAD, DHARAMURI VADAJ TENTALAV
ROAD & AVAKHAL TERSA ROAD)
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
48 Demarkation of road alingment including marking out road 2.58 Km 2706.50
line by providing and fixing wooden pegs or steel rod of
required size at every 25 M to 50 M. including excavating
trenches ion both sodes of 0.30 m. x 0.30M. including
supplying of labours and all materials for every work etc.
49 Providing flood gauge marks on substructure as per design 24.40 Rmt 159.14
including painting complete.
50 Providing masonry steps with cement pointing on approaches 197.60 Steps 225.01
51 Providing and casting in situ controlled cement concrete of M 111.84 Cum 5394.41
30 Mix for R.C.C. works in pier cap abutment cap and dirt wall
including controlled cement concrete of required drawings,
centering shuttering, scaffolding wherever necessary laying
vibrating curing and finishing complete.
52 Providing and Fixing in position Tar paper as bearing as per 73.10 Sqm 656.50
detailed drawings.
53 Providing and casting in situ controlled cement concrete M-30 167.43 Cum 5455.94
for R.C.C. solid slab including centering,scaffolding, curing and
finishing complete.
54 Providing and fixing in position steel bar reinforcement for 48.21 M.T. 73243.02
Super Structure & (A) R.C.C. Approch slab.(B) Wearing Coat.
of steel grade FE-500D/FE-550D including cutting ,bending,
hooking, tying, welding etc., complete as per detailed drawing
and specification.
55 Providing and casting in situ controlled cement concrete of M 101.70 Cum 5547.93
40 for average 100 mm. thick wearing coat laid as directed
including tamping vibrating finishing curing and filling in joints
with bitumen complete.
56 Providing and fixing marble slab including engraving and 9.00 Each 1012.65
painting complete. (A) size 75 cm x 60 cm x 40 cm
57 Providing and casting in situ controlled cement concrete of M 145.44 Cum 5246.95
30 for approach slab including form work curing and finishing
58 Providing and fixing in position 20 mm thick premoulded joint 85.80 Rmt 453.49
filler in expansion joint for fixed ends of simply supported
spans not exceeding 10 m to cater for a horizontal movement
upto 20 mm, covered with sealant complete as per drawing
and technical specifications.
59 Providing and laying of Extruded Bioaxial Polypropylene 297.00 Sqm 249.07
Geogrid 30 KN as per clause no 3102.8 and approval design
and specification with accesories like tie strips,nuts & bolts
and loops/lugs for joining reinforcing elements with the facia
,pannels and overlaps and other protective elements as per
detailed specification.
60 Providing and fixing in position Mild steel dowel bars in pier 54.00 Each 341.29
caps or abutment caps for anchorage in fixed end as per
detailed drawings including cutting, bending and welding
61 Providing and fixing in position Mild steel dowel bars in pier 54.00 Each 399.70
caps or abutments caps for anchorage in free end as per
detailed drawing including cutting, bending and welding
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
62 Informatory Signs :-Providing and fixing sing boards made out 20.00 No. 3856.90
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(VR)...
63 Diversion sing board :-Providing & Fixing sign boards made 20.00 No 6798.92
out of 2mm aluminium sheet, size 180 x 60 cms. rectangle as
per the attached drawing pre treated with phospheting
process & acid etching. coated with one coat of epoxy priemr
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
(2nos) stand post and frame fabricated from iron angle of
35x35x3mm, 50x50x5mm painted with best quality epoxy
coatings in blak and white bends. The fixing at site shall be in
1:2:4 CC block of size 45 x 45x 60cms for each leg, including
excavation curing etc. complete under the supervision of
engineer in charge.(A) Engineer Grade(VR)...
64 Providing and casting in situ controlled cement concrete M-30 948.90 Cum 5313.61
for R.C.C. box, Approach slab & Retaing Wing wall as per
drawings including centering huttering, scaffolding where
necessary, laying vibrating, curing and finishing complete.
65 Earthwork for embankment including breaking clods dressing 4063.40 Cum 176.34
With all lead and lift and including watering, rolling, and
consolidation of subgrade in layers at O.M.C. to required dry
density including filling the depressing which occur during the
process using Vibratory roller 8T to 10T. (E) From Borrow
area With all lead & lift.
66 Demolition of Brick work and stone masonry including 75.70 Cum 549.49
stacking of serviceable materilas and disposal of unserviceable
materials with all lead and lift.(ii) In Cement Mortar.
67 Providing and casting in situ ordinary cement concrete M- 200 25.20 Cum 4204.42
forKerbs/Kerb blocks including formwork, curing and
finishing complete.
68 Providing and fixing in position Fe-500D/Fe-550D TMT bar 17.00 MT 74728.50
reinforcement including cutting, bending, hooking, tying and
welding complete and including forming the cage and
lowering it in position.
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
69 Facility Informatory Sign :-Providing and fixing sign boards 2.00 Nos 3990.64
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 refiectivesheeting 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.
70 Providing fusion bonded Epoxy coating not less than 175 2.00 MT 10162.62
micron thickness and up to 300 micron to reinforcement bars
as per IS-13620-1993/ASTM-775 M including testing of
coating at plant and all taxes (A) 10mm to 16mm dia bar
71 Providing fusion bonded Epoxy coating not less than 175 5.00 MT 7296.24
micron thickness and up to 300 micron to reinforcement bars
as per IS-13620-1993/ASTM-775 M including testing of
coating at plant and all taxes (A) 20mm to 32mm dia bar
72 Excavation for foundation up to 1.5 m depth including sorting 1845.98 Cum 247.85
out and stacking of useful material sand disposing off the
excavated stuff upto 50 Meter lead.(B)Dense or Hard soil
73 Providing and filling in foundation with ordinary Cement 76.21 Cum 3306.85
concrete M-100 mix and providing necessary vertical pin
headers including formwork, vibrating, ramming and
curing complete.
74 Rolling & watering of earthwork in layers with power 311.52 Cum 22.73
roller including filling in depressions which occur during
75 Providing & casting in situ Controlled cement concrete M- 250 483.80 Cum 5179.28
Mix and providing necessary pin headers including
shuttering, scaffolding, laying, vibrating and finishing
concrete without v-grooves
76 Providing and Placing in position mechanically woven 3360.00 Cum 2467.43
double twisted , galvenized without PVC coating
"GABIONS" boxes as per IS 16014:2012 made of mesh
size 10 X 12 cm with Mesh wire diameter 3.0 mm,
including proving and lying stones with least dimention of
200mm and tying with lacing wire of diameter 2.2mm and
arranging the same as instructed or as per drawing at the
locations/ structures etc including dressing the slope
minor earth fill with all lead and lift etc complate.
77 Providing and laying Non Woven Geo Fabric Filter over the 2196.00 Sqm 87.27
excavated surface as per specification including stitching
with overlap to design profile as directed in tidal range
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
78 Providing & casting in situ oridinary cement concrete M- 150 261.26 Cum 3885.47
Mix and providing necessary pin headers including
shuttering, scaffolding, laying, vibrating and finishing
concrete without v-grooves
79 Providing TMT Bar FE 500D reinforcement for R.C.C. 1111.00 Kg 77.29
work including bending, binding and placing in position
complete upto floor two level
80 Supplying and fixing reinforced concrete heavy duty non- 22.50 Rmt 6621.26
pressure pipes with collars for culverts including setting
and joining the pipes in C.M. 1:2 watering and laying (To level
of slops of I.S. 458 / 1971 Class NP4 of following
internal diameter. (vi) 1200 mm dia.
81 Filling around the pipes with murrum including dressing, 45.52 Cum 86.43
tampering etc. complete.
82 White washing with lime on wall surface (two coats) to 85.25 Sqm 12.40
give an even shade including thoroughly booming the
surface to remove all dirt, dust; mortar drops and other
foreign matter.
83 Providing temporary all weather and fair weather 1.00 No 10100.00
diversion suitable for traffic during the construction
period of the structure including providing necessary drain
diversion and all safty measures including red lamps/
signals at night for traffic etc. comp.
84 Providing parapet of controlled cement concrete M-30 as per 91.30 Rmt 1313.00
detailed detailed drawings with necessary reainforcement
including, shuttering, laying vibrating and finishing to line and
level complete. (ii) Cast in situ.
85 Providing and casting in situ controlled cement concrete M-20 608.47 Cum 4255.13
for P.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete.(1) Abutment (2) Return wall
86 Providing and filling Grannular material of C=0Kg/Sq. ∅>30 51.50 Cum 568.63
of layer of 900mm thickness in Layers including ramming and
watering complete.
Total Of Bill Of Quantities
In Words :- Nine Crores Fifty Seven Lakhs Nine Hundred Eight and Paisa Twenty Only
I/We am/are willing to carry out the work at ……....................................% 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
In words In words
Note 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.
Note 2-GST and Income tax TDS will be deducted at a source while making payments of bills.
Note 3-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 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.
BILL OF QUANTITIES
Item Description of Item (with brief specification and
Quantities Unit Rate in Rs. Amount
No. reference to book of specifications)
Note 5:-An amount of Rs. 49,36,958.68 ( Rs. Forty Nine Lakhs Thirty Six Thousand Nine Hundred Fifty Eight & Paise Sixty Eight Only . ) towards
estimated credit value of dismentaling shall be recovered from the first R.A. Bill of this work irrespective of the quantity actually received on site.
Deputy Executive Engineer Deputy Executive Engineer Deputy Executive Engineer
Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division
Waghodia Vadodara Padra
Divisional Accounts Officer Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Division Panchayat (R&B) Sub Division Panchayat (R&B) Division
Vadodara Dabhoi Vadodara
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1.0 PRE-QUALIFICATION - Combine.pdf
2.0 Notice inviting Tender.pdf
6.0 SBD.pdf
6.1 INDEX.pdf
8.0 SPECIFICATION.pdf
9.0 GRs - SBD with Index_compressed.pdf
10.0 BOQ.pdf
12.0 TEST SCHEDULE.pdf
14.0 Spe. Conditions -.pdf
BR-1_Sadhli Kukas Road. (1 x 3.0 x3.0m BOX CULVERT)._FINAL-GAD (1000x594) 01.pdf
BR-03-Avakhal Tersa Road (APPROACH PORTION).-GAD (841x594).pdf
BR-08_Ankhi Ramnath Road (1 x 3.0 x3.5m BOX CULVERT).pdf
BR-10 Dabhoi Karnet Road- FINAL-GAD-A1.pdf
BR-11 GAD.pdf
BR-12_DHARAMPURI VADAJ TENTALAV (APPROACH PORTION)._FINAL-GAD (1200x594) 01.pdf
BR-13_KOTALI SUKHLIPURA(1 x 2.0 x3.0 m BOX CULVERT)-GAD (841x594) 01 (2).pdf
BR-16 (2X7.5m)_FINAL.-GAD (1150x594).pdf
BR-17_Kagdipura Atoli Road GAD A2.pdf
BR-18_KAGDIPURA ATOLI ROAD (APPROACH PORTION).-GAD(1000X594).pdf
BR-19_WAGHODIA-NAVA AJWA-DEVALIYA ROAD-GAD (1000x594).pdf
BR-20 RAJNAGAR SLN ROAD (2 x 4.0 x3.0m BOX CULVERT)-GAD (841x594) 01.pdf
BR-21-GAD-A1.pdf
BR-22_EKALBARA TO DABHASA (1 x 6.0 x3.0m BOX CULVERT).pdf
BR-23_BHOJ RAILWAY STATION TO GAYANPURA (1 x 2.0 x2.5m BOX CULVERT)-GAD(841X594).pdf
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