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Tender Value
₹1.7 Cr
EMD Value
₹1.8 L
Closing Date
15 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, District R and B Division, Vadodara
Package: (1) Construction of Canal Structure on Savli - Timba road at Ch. 4/800 to 5/000 and Ch. 29/200 to 29/400 Dist. Vadodara
301339
01 of 2026-2027
Open
Civil - All
Vadodara
7 documents required · 6 mandatory · 1 optional
₹3,600
Executive Engineer, District (R&B) Division, Vadodara
₹1.8 L
4 May 2026
4 May 2026
4 May 2026
15 May 2026
4 May 2026
NAME OF WORK :- CONSTRUCTION OF CANAL STRUCTURE ON SAVLI - TIMBA ROAD AT CH.
4/800 TO 5/000 AND 29/200 TO 29/400, DIST. VADODARA.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
1 Diversion of watercourse / providing cofferdam and 2.00 Each 20200.00
bund or island as may be necessary for foundation and
maintaining the same for the period as may be
2 Demarkation of road alingment including marking out 0.09 Km 2706.50
road 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.
3 Providing flood gauge marks on substructure as per 5.10 Rmt 159.14
design including painting complete.
4 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.
(A) Depth upto 3.0 mt. 726.90 Cum 498.94
(B) Depth from 3.0 mt to 6.0 mt 164.40 Cum 585.37
5 Empty boring through all Sorts of strata including Rock 134.00 Rmt 4520.62
for providing 1Mt R.C.C. bored piles to required depth
including providing necessary casting pipe with all
plants and equipment's as required complete.
6 Providing 6mm thick steel liner for piles including 1.80 MT 47323.73
fabricating and setting out as per detail drawing as
7 Providing and laying controlled cement concrete of M 106.00 Cum 4798.51
30 for R.C.C. bored piles. including ramming, vibrating
and finishing excluding T.M.T Reinforcement complete.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
8 Providing and fixing in position (Thermo mechanically 16.00 MT 86991.30
treated bars) TMT Fe550D-Fusion Bonded Epoxy Coating
(FBEC) conforming to IS 1786 reinforcing bars of various
diamneters for R.C.C bored piles, as per detailed designs
and drawings and schedule including cutting, bending,
hooking the bars, binding with 18 SWG GI wires with cost of
all labour, materials, tools, plants, equipments, supporting
as required with all lifts and leads etc. all complete as per
specification and as directed by Engineer.
The rate includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking, placing,
tying in position with contractor's own binding wire,
welding, forming the reinf cage etc. Welding and supporting
in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads & lifts, etc.
including contractor's own equipments, labour, supervisor,
taxes, machineries, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying
2) Binding wire shall not be including in the paying quanity.
3) The work shall be done as per approved drawing.
4) No extra payment shall be done for couplers & laps.
9 Initial load test for pile in accordance with IS 2911 750.00 MT 187.38
including installation of loading platform & preparation
of pile head or construction of test cap & dismantaling
of test cap after test etc. with all labour,material,tool &
plants, equipment,machinery, etc. complete as per
drawing & specification as directed by the Engineer.
10 Routine load test pile in accordance with IS 2911 2.00 Nos 35767.11
including installation of loading platform & preparation
of pile head or construction of test cap & dismantaling
of test cap after test etc. with all labour,material,tool &
plants, equipment,machinery, etc. complete as per
drawing & specification as directed by the Engineer.
11 Conducting Pile low strain integrity test as per ASTM D 12.00 Nos 1212.00
5882- 96 code of American Society for Testing on cast -
in situ RCC pile of 1000 mm diameter inclusive of
analysis with all contractor's equipment, manpower,
site preparation, lead and lifts etc. complete as per
standard procedure, and as directed by the Engineer in
charge. Note:- Rate is inclusive All equipment, All
labour and consumable required & Mobilization of
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
12 Providing & filling in foundation as base course with 29.00 Cum 3306.84
ordinary cement concrete of M 10 mix and providing
necessary vertical pin headers including formwork
vibrating ramming & curing complete.
13 Providing and casting in-situ controlled cement 154.00 Cum 4982.33
concrete of M 30 For R.C.C. work for footing & piles
cap including necessary form work vibrating, curing and
finishing complete.
14 Providing and fixing in position (Thermo mechanically 58.17 MT 87193.30
treated bars) TMT Fe550D-Fusion Bonded Epoxy Coating
(FBEC) conforming to IS 1786 reinforcing bars of various
diamneters for R.C.C piles cap, pier,Abutments,Aburment
cap , pier cap , sesmic arrester , Pedestal, Retaining wall,
Approach slab, Wearing coar., as per detailed designs and
drawings and schedule including cutting, bending, hooking
the bars, binding with 18 SWG GI wires with cost of all
labour, materials, tools, plants, equipments, supporting as
required with all lifts and leads etc. all complete as per
specification and as directed by Engineer.
The rate includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking, placing,
tying in position with contractor's own binding wire,
welding, forming the reinf cage etc. Welding and supporting
in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads & lifts, etc.
including contractor's own equipments, labour, supervisor,
taxes, machineries, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying
2) Binding wire shall not be including in the paying quanity.
3) The work shall be done as per approved drawing.
4) No extra payment shall be done for couplers & laps.
15 Providing and casting in situ controlled cement with of
M30 for R.C.C. work in piers, abutment & walls as per
drawing including centering shuttering scaffolding
where necessary laying vibrating curing and finishing
(A) Height from 0.0 M to 5.0 M 159.10 Cu.m. 5313.61
16 Providing and fixing in position fully moulded restrained 69120.00 Cu.cm 0.90
elastometric Bearings as per detailed drawings
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
17 Providing and casting in situ controlled cement concrete 37.40 Cu.m. 5631.76
of M 30 Mix for R.C.C. works in pier cap abutment cap
and dirt wall including controlled cement concrete M
bed block or pedestals of required drawings, centering
shuttering, scaffolding wherever necessary laying
vibrating curing and finishing complete.
18 Providing and casting in situ or precast controlled 81.00 Cu.m. 7653.31
Cement Concrete M-35 for work in Super structure
including centering, shuttering, curing, scaffolding,
ramming, vibrating, finishing, lauching or shifting
complete.(I) Solid Slab. (II) Deck Slab. (III) Main
Girders.(IV) Diaphragm or cross girder.
19 Providing and fixing in position (Thermo mechanically 12.15 MT 88061.90
treated bars) TMT Fe550D-Fusion Bonded Epoxy Coating
(FBEC) conforming to IS 1786 reinforcing bars of various
diamneters for (B)T-Beam and Deck slab type of
superstructure (I) Deck slab (II) Main and cross Girder, as
per detailed designs and drawings and schedule including
cutting, bending, hooking the bars, binding with 18 SWG GI
wires with cost of all labour, materials, tools, plants,
equipments, supporting as required with all lifts and leads
etc. all complete as per specification and as directed by
The rate includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking, placing,
tying in position with contractor's own binding wire,
welding, forming the reinf cage etc. Welding and supporting
in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads & lifts, etc.
including contractor's own equipments, labour, supervisor,
taxes, machineries, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying
2) Binding wire shall not be including in the paying quanity.
3) The work shall be done as per approved drawing.
4) No extra payment shall be done for couplers & laps.
20 Providing and casting in situ controlled cement concrete 45.50 Cu.m. 5547.93
of M 40 for average 100 mm thick wearing coat laid as
directed including tamping vibrating finishing curing
and filling in joints with bitumen complete.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
21 Provision of an Reinforced cement concrete crash 73.00 Rmt 7096.87
barrier at the edges of the road, approaches to bridge
structures and medians, constructed with M-40 grade
concrete with Fe-550D with FBEC reinforcement
conforming to IRC:21 and dowel bars 25 mm dia,
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.
22 Providing G.I. 100 mm. diameter water spouts 20.00 Each 536.03
including necessary iron gratings as per drawings.
23 Providing and fixing marble slab including engraving 2.00 Each 1012.65
and painting complete.(A) size 75 cm x 60 cm x 40 cm
24 Providing and casting in situ controlled cement concrete 57.40 Cu.m. 5246.95
of M 30 for approach slab including form work curing
and finishing complete.
25 Providing and fixing in position (Thermo mechanically 5.31 MT 86577.20
treated bars) TMT Fe550D-Fusion Bonded Epoxy Coating
(FBEC) conforming to IS 1786 reinforcing bars of various
diamneters for (A) R.C.C. Approch slab.(B) Wearing Coat.,
as per detailed designs and drawings and schedule including
cutting, bending, hooking the bars, binding with 18 SWG GI
wires with cost of all labour, materials, tools, plants,
equipments, supporting as required with all lifts and leads
etc. all complete as per specification and as directed by
The rate includes for supply, loading, unloading,
transporting to site, cutting, bending, hooking, placing,
tying in position with contractor's own binding wire,
welding, forming the reinf cage etc. Welding and supporting
in position to ensure lines and levels during concreting,
maintaining proper cover / spacing, all leads & lifts, etc.
including contractor's own equipments, labour, supervisor,
taxes, machineries, etc. complete as per drawings and
1) The waste cut pieces shall not be included in the paying
2) Binding wire shall not be including in the paying quanity.
3) The work shall be done as per approved drawing.
4) No extra payment shall be done for couplers & laps.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
26 Modular Strip / Box Seal Joint (Providing and laying of 22.00 Rmt 2057.37
a modular strip Box steel expansion joint including
anchorage catering to a horizontal movement beyond
70 mm and upto 140mm, complete as per approved
drawings and standard specifications to be installed by
the manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.)
27 Providing & laying weep hole in Abutments, and returns 110.00 Each 84.63
by using A.C. pipe of 100mm including laying in proper
grade and jointing the completed as per detailed
28 Providing and laying - Fitter Media 600mm thick 159.30 Sq.m 1209.85
directed at the back of abutments, returns and wing
walls as per detailed specifications.
29 Providing & filling in foundation as base course with 85.30 Cum 3677.41
ordinary cement concrete of M 15 mix and providing
necessary vertical pin headers including formwork
vibrating ramming & curing complete.
30 Providing and Casting in situ controlled Cement 122.80 Cum 4707.61
Concrete M-30 for R.C.C. Raft and cutt-off walls
including necessary shuttering laying, vibrating,
ramming and curing complete.
31 Providing and casting in situ controlled cement concrete 63.00 Cum 5785.28
M-30 for R.C.C. solid slab including centering,
scaffolding, curing and finishing complete.
32 Providing 12 mm thick Pre- moulded asphalt filler 13.00 Sqm 703.53
joints as per drawings.
33 Filling available excavated earth/wethered rock in 357.00 Cum 133.65
trenches,sides of foundations etc. in layers not
exceeding 20 cm in depth consolidating each disposited
layer by ramming and watering.
34 Providing & laying Earth work including breaking clods 821.00 Cum 371.68
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 8.T. to 10 T
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
35 Clearing and grubbing road land including uprooting 0.10 Hect. 28455.09
rank 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.
36 Box cutting the road surface to proper slope and 342.00 Cum 106.81
camber for making a base for road work including
removing the excavated stuff and depositing on the
road side slope as directed upto 50Mt.lead
37 Construction of compacted coarsed granular subbase 103.00 Cum 1074.64
150 mm thick (Grade-I crushed B.T materials of 53 mm
,Below 2.36 mm @ 30 %) 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
38 Construction of 150 mm thick compacted coarsed 103.00 Cum 1103.53
granular subbase by providing coarse graded machine
crushed B.T. material satisfying MOST specification
(Grade-V crushed B.T. stone aggregate 53 mm to
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.
39 Providing, Laying, spreading and compacting 250 mm 171.00 Cum 957.48
thick graded stone aggregates to wet mix macadam in
Two layers each of 125 mm as per MORT & H
specification including premixing the material with
water at OMC in mechanical mix plant, carriage of
mixed material by tippers to site, laying in uniform
layers with paver in sub base / base course on well
prepared surface and compacting with vibratory roller
to achieve the desired density.
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
40 Providing and laying 65 mm thick DBM in Single layer 103.00 MT 3434.00
using crushed stone aggregate BT chips as per
required gradation and using emulsion asphalt as a
tack coat @ 2.5 kg / 10 sqmt and the VG 30 grade
asphalt at 40 kg/MT)by total weight of mix hot laid
process using hot mix plant including heating and
mixing asphalt & materials by hot mix process
transporting the mix and laying by paver finisher
including consolidation with vibratory roller including
cost of material, labour, machinery equipment and fuel
, oil , lubricant for plant and machinery using
contractor's own plant and machineries etc. complete
41 Providing and laying 30 mm thick Bituminous Concrete 194.00 MT 3781.84
with B.T. aggregate as per M.O.R.T. & H. and asphalt
Grade: VG-30 for mixing @ 54.00 KG. / M.T. i.e. 5.4%
by weight of total mix including heating and mixing the
aggregate and asphalt by continuous of Batch mix plant
and hot laid process laying with paver finisher and
consolidation with Vibratory roller as per M.O.R.T. & H
specification to achieve desire density, including cost all
materials equipments, tools and plants, oil, kerosene,
firewood, labour charges etc. complete using
contractor's own machineries Batch mix plant and
paver finisher etc. complete.
42 Providing and applying priming coat with emulsion SS1 683.00 Sqm 61.00
grade at the rate of 7.50 kg/ 10 Sq.mt. including cost
of asphalt and preparing the surface heating, and
applying etc. complete.
43 Road marking with hot applied thermo plastic paints 120.00 Sqm 367.72
with 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 100 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 Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
44 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 111.00 Nos 326.23
Shanks Raised Pavement Markers made of
polycarbonate and ABS molded body and reflective
panels with micro prismatic lens capable of providing
total internal reflection of the light entering the lens
face and shall support a load of 13635 kgs. tested in
accordance to ASTM D 4280 Type H and complying to
Specifications 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 20 mm,
mm and 130 mm and with minimum reflective area of
13 Sq.cm. on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not less than
19 +/- 2 mm and height not less than 30+/- 2 mm)
from the body is to be a minimum value of 500 Kg.
Fixing will be by drilling holes on the road for the
shanks to go inside, without nails and using epoxy resin
based adhesive as per manufacturers recommendation
and the color of the marker should be as per the IRC
35-2015 and as directed by Engineer-in-charge.
45 Cautionary Warning Sign :-Providing and fixing sign 2.00 Nos 5077.27
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminum composite Panel); size 90 x 90 x 90 cms.
equilateral triangle as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching;
coated with one coat of epoxy primer and two coats of
best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro 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
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
46 Facility Informatory Sign :-Providing and fixing sign 2.00 Nos 5906.48
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 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
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
47 Regulatory / Mandatory Sign :-Providing and fixing sign 2.00 Nos 4618.73
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 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
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
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
48 Chevron sign :-Providing and fixing sign boards made 5.00 Nos 4681.35
out of 1.5mm aluminium sheet / 3mm ACP (Aluminum
composite Panel); size 60x50 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 refiectivesheeting 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 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 10 years for the Retro reflective sheeting from
originaa 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
49 Hazard Marker Sign :-Providing and fixing sign boards 2.00 Nos 3666.30
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 Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 1.8mtr long stand
post of 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm; painted with 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
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
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
50 Providing and fixing pre-cast concrete kerb stone of 252.00 Rmt 370.68
gray 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.
51 Portable Barricade in Construction Zone (Installation of 40.00 Each 3952.13
a steel portable barricade with horizontal rail 300 mm
wide, 2.5 m in length fitted on a 'A' frame made with
45 x 45 x 5 mm angle iron section, 1.5 m in height,
horizontal rail painted (2 coats) with yellow and white
stripes, 150 mm in width at an angle of 450, 'A' frame
painted with 2 coats of yellow paint, complete as per
IRC:SP:55-2001 )
One Crore Seventy Four Lac Twenty One Thousand Seven Hundred Twenty Seven & Paise Sixteen 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
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-The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
Note 3-GST and Income tax TDS will be deducted at a source while making payments of bills
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.
Deputy Executive Engineer Divisional Account Executive Engineer
District (R&B) Sub Division No-2 District (R&B) Division District (R&B) Division
Vadodara Vadodara Vadodara
BILL OF QUANTITIES
Item Description of Item (with brief specification and Rate In
Quantity Unit Amount
No. reference to book of specifications) figures
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