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Tender Value
₹33.2 Cr
EMD Value
₹33.2 L
Closing Date
30 Jun 2026, 6:00 pm
Executive Engineer, Kheda R. & B. Division, at Nadiad
Construction of Major Bridge over Shedhi River on Mahemdabad Nadiad Road (SH-03) at Chainage 40/350 to 41/450 (District Kheda)
310347
NIT-48 of 2025-26
Open
Civil Works - Bridges
Nadiad
15 documents required · 15 mandatory
₹18,000
Executive Engineer Kheda R&B Division at Nadiad
₹33.2 L
1 Jun 2026
1 Jun 2026
1 Jun 2026
30 Jun 2026
1 Jun 2026
NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE OVER SHEDHI RIVER ON MAHEMDAVAD - NADIAD
ROAD (SH-03) AT CH. 40/350 TO 41/450,DISTRICT.KHEDA.
Bill of Quantity
Item of work Quantity Unit Rate In figures Amount
Dismentaling the existing structure including
removing and stacking the dismentelled
materials as and where directed. (A) R.C.C. work
Diversion of watercourse / providing cofferdam
and bund or island as may be necessary for
2 foundation and maintaining the same for the 10.00 Each 340269.00
period as may be necessary.
Demarkation of road alingment including
marking out road line by providing and fixing
wooden pegs or steel rod of required size at
3 every 25 M to 50 M. including excavating 0.90 Km. 2706.50
trenches ion both sodes of 0.30 m. x 0.30M.
including supplying of labours and all materials
for every work etc. complete.
Providing flood gauge marks on substructure as
4 per design including painting complete. 39.00 Rmt 159.08
Providing masonry steps with cement pointing
5 on approaches as directed . 31.00 No. 219.52
Filling behind abutment and between returnwall
shall be selected soil having properties as
C=0Kg/Sq. ∅=30° for embankment including
breaking clods dressing With all lead and lift and
including watering, rolling, and consolidation of
6 subgrade in layers at O.M.C. to required dry 20297.50 Cum 538.85
density including filling the depressing which
occur during the process using Vibratory roller
8T to 10T. (E) From Borrow area With all lead &
Filling available excavated earth/wethered
rock in trenches,sides of foundations etc. in
7 layers not exceeding 20 cm in depth 1208.00 Cum 130.39
consolidating each disposited layer by ramming
Excavation for foundation in sand , gravel , clay
soft soils & murrum etc. including sorting and
8 strutting and dewatering as necessary and
disposing of excavated stuff as directed.
(A) Depth upto 3.0 M. 15261.00 Cum 486.77
(B) Depth from 3.0 m to 6.0 m 80.00 Cum 571.08
Empty boring through all Sorts of strata
including Rock for providing 1.20 MT dia. R.C.C.
9 bored piles to required depth including providing 2000.00 Rmt 2707.46
necessary casing pipe with all plants and
equipment's as required complete.
Providing 6mm thick steel liner for piles
10 including fabricating and setting out as per detail 81.00 MT 47323.73
drawing as directed.
Item of work Quantity Unit Rate In figures Amount
Providing and laying controlled cement concrete
of M 35 for R.C.C. bored piles of 1.20 mt dia.
11 including ramming, vibrating and finishing 2205.00 Cum 4884.78
excluding T.M.T Reinforcement complete.
Providing and fixing in position Fe 550D TMT for
R.C.C. bored piles as per detailed drawing,
12 including cutting, bending hooking tying and 497.00 MT 81022.67
welding complete and including forming the
cage and lowering it in position.
Initial load test for pile in accordance with IS
2911 including installation of loading platform &
preparation of pile head or construction of test
cap & dismantaling of test cap after test etc.
13 with all labour,material,tool & plants, 2000.00 MT 187.38
equipment,machinery, etc. complete as per
drawing & specification as directed by the
Routine load test pile in accordance with IS
2911 including installation of loading platform &
preparation of pile head or construction of test
cap & dismantaling of test cap after test etc.
14 with all labour,material,tool & plants, 3.00 Nos 35767.11
equipment,machinery, etc. complete as per
drawing & specification as directed by the
Conducting Pile low strain integrity test as per
ASTM D 5882- 96 code of American Society for
Testing on cast -in situ RCC pile of 1200 mm
diameter inclusive of analysis with all
contractor's equipment, manpower, site
15 preparation, lead and lifts etc. complete as per 76.00 Nos 1212
standard procedure, and as directed by the
Engineer in charge. Note:- Rate is inclusive All
equipment, All labour and consumable required
& Mobilization of equipment
Providing & filling in foundation as base course
with ordinary cement concrete of M 15 mix and
16 providing necessary vertical pin headers 3852.00 Cum 3615.8
including formwork vibrating ramming & curing
Providing and casting in-situ controlled cement
concrete of M 35 For R.C.C. work for footing &
piles cap including necessary form work
vibrating, curing and finishing complete.
Providing and fixing in position of steel grade FE-
550D (TMT) for R.C.C. Pile Cap, Pier
Abutments,Abutment Cap, Pier Cap, Seismic
18 Arrester, Pedestal, Retaining wall Including 679.20 MT 81325.81
cutting hooking, tying, welding etc., complete as
per detailed drawing and specification.
Providing and casting in situ controlled cement
with of M35 for R.C.C. work in piers, abutment
and return wall , retaining wall as per drawing
including centering shuttering scaffolding where
necessary laying vibrating curing and finishing
Item of work Quantity Unit Rate In figures Amount
(A) Height from 0.0 M to 5.0 M 3467.00 Cum 5359.06
(B) Height from 5.0 M to 10.0 M 46.00 Cum 5672.16
Providing and Fixing in position Tar paper as
bearing as per detailed drawings. 179.10 Sqm 657
Providing and casting in situ controlled cement
concrete of M 35 Mix for R.C.C. works in pier
cap abutment cap and dirt wall including
21 controlled cement concrete M 40 bed block or 266.00 Cum 5754.98
pedestals of required drawings, centering
shuttering, scaffolding wherever necessary
laying vibrating curing and finishing complete.
Providing and casting in situ controlled cement
concrete M-35 for R.C.C. solid slab including
centering, scaffolding, curing and finishing 1624.00 Cum 5502.34
Providing and placing in position FE 550D TMT
bar reinforcement including cutting, bending,
23 hooking, and tying complete as per detailed 324.80 MT 80711.32
drawing.(A) Solid Slab.
Providing and fixing Helical pipes in voided
Providing and casting in situ controlled cement
concrete of M 40 for average 100 mm thick
25 wearing coat laid as directed including tamping 200.00 Cum 5547.93
vibrating finishing curing and filling in joints with
bitumen complete.
Providing and erecting a "W" metal beam crash
barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 70 cm above road/ground
level, fixed on ISMC series channel vertical post,
150 x 75 x 5 mm spaced 2 m centre to centre,
1.8 m high, 1.1 m below ground/road level, all
26 steel parts and fitments to be galvanised by hot 1118.00 Rmt 4834.87
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
Providing RCC Railing of controlled cement
concrete M-35 as per detailed drawings with
27 necessary reainforcement including, shuttering, 200.00 Rmt 1403.9
laying vibrating and finishing to line and level
complete.(ii) Cast in situ.
Providing and laying chequered precast cement
concrete tiles 22mm thick with aggegate of sizes
upto 6mm in floors, treads of steps and landings
on 20mm thick bed of C.M. 1:6 (1-cement : 6- 300.00 Sqm 528.01
sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse
sand) joint with neat cement slurry with
pigments to match the shade of the tiles.
Providing G.I. 100 mm. diameter water spouts
29 including necessary iron gratings as per 40.00 Each 536.03
Providing and fixing marble slab including
30 engraving and painting complete. 2.00 Each 1012.65
(A) size 75 cm x 60 cm x 40 cm
Item of work Quantity Unit Rate In figures Amount
Providing and casting in situ controlled cement
concrete of M 35 for approach slab including
form work curing and finishing complete. 89.00 Cum 5326.74
Providing and fixing in position FE 550D TMT bar
reinforement including cutting, bending and
tying complete as per detailed drawings. (A)
R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C.
Approch slab.(D) Wearing Coat.
Providing and laying of 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
33 and standard specifications to be installed by the 154.00 Rmt 2057.37
manufacturer/supplier or their authorised
representative ensuring compliance to the
manufacturer's instructions for installation.
Providing & laying weep hole in Abutments, and
returns by using A.C. pipe of 100mm including
34 laying in proper grade and jointing the 4926.00 Each 45.81
completed as per detailed specification.
Providing and laying - Fitter Media 600mm thick
directed at the back of abutments, returns and
wing walls as per detailed specifications.
Providing and laying Pitching on slopes laid over
prepared filter media including boulder apron
36 laid dry in front of toe of embankment complete 180.00 Cum 1051.41
as per drawing and Technical specifications
Providing and laying Filter material underneath
37 pitching in slopes complete as per drawing and 90.00 Cum 877.69
Technical specification
Providing and laying of Extruded Bioaxial
Polypropylene 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.
Providing fusion bonded Epoxy coating not less
than 175 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
Providing fusion bonded Epoxy coating not less
than 175 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 (B) 20mm to 32 mm dia bar
Carrying out load test of super structure as
directed including all necessary materials plant
41 equipement, instruments, labour and 450.00 MT 169.92
arrangements for test directed.
Item of work Quantity Unit Rate In figures Amount
Providing and laying rubble for apron (each
stone weighing not less than 40 Kg.) including
42 hand packing and filling in the interstices with 702.00 Cum 1041.05
Clearing and grubbing road land including
uprooting rank vegetation , grass , bushes
shrubs , saplings and trees of girth upto 300 mm
43 removal of stumps of trees cut earlier and 2.50 Hect. 28393.04
disposal of unserviceable materials (I) By
Mechanical means in area of light jungle.
Box cutting the road surface to proper slope
and camber for making a base for road work
44 including removing the excavated stuff and 11228.00 Cum 104.2
depositing on the road side slope as directed
upto 50Mt.lead.
Earthwork 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
45 including filling the depressing which occur 20521.00 cum 370.67
during the process using Vibratory roller 8T to
10T. (E) From Borrow area With all lead & lift.
Construction of compacted coarsed granular
subbase 200 mm thick (Grade-I crushed B.T
materials of 53 mm to 26.5 mm @ 35 %,26.5
mm to 4.75 mm @ 45% ,Below 2.36 mm @
%) by providing close graded material , mixing
46 in a mechanical mix plant at OMC,carriage of a 5721.20 Cum 1496.82
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
Construction of 150/200 mm thick compacted
coarsed granular 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 2.36 mm @ 20% and 2.36 mm below
@ 30 % ) including spreading in uniform layer 4477.90 Cum 1637.21
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.
Providing and laying wet mix base course
macadam 250 mm in two layer using machine
crushed chips as per required gradation mixing
with required optimum quantity of water
48 conveying the mix to site and spreading to 5866.50 Cum 1746.29
grade and camber with mechanical paver
consolidation by vibratory roller including
material, labour, plant and machinery and
equipment etc. complete.
Item of work Quantity Unit Rate In figures Amount
Providing and laying 50 mm thick compacted
B.M.with B.T. aggregate as per MORT&H
specification and Emulsion grade RS1 for tack
coat at 2.5 Kg./10Sq.mt. with mechanical
sprayer and bitumen grade (VG-40) for mixing
at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix
including heating the aggregate and asphalt by 2581.30 MT 3131
drum mix plant and spreading the same by
censor paver finisher and consolidation with
vibratory roller including providing all materials,
equipments, tools and plants, oil, kerosene, fire
wood, labour charges etc. complete.
Providing and Laying 25 mm thick Semi Dense
Bituminous Carpet with B.T. aggregate as per
M.O.R.T. & H. gradation and specification with
on B.T. Surface of grade ( VG-40 ) for mixing @
50.00 Kg/M.T. i.e. 5.0% by weight of total mix
including heating & mixing the aggregate and
asphalt by continuous batching of drum mix
50 plant and spreading the same by paver finisher 1349.30 MT 3850.12
and consolidation with power roller, including
providing all materials equipments, tools and
plants, oil, kerosene, firewood, labour charges
etc. complete using contractor's own
machineries drum mix plant and paver finisher
Providing and applying priming coat with
emulsion SS1 grade at the rate of 7.50 kg/
51 Sq.mt. including cost of asphalt and preparing 28079.70 Sqm 61.01
the surface heating and applying etc. complete.
Road marking with hot applied thermo plastic
paints 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
52 color marking should provide liminance 1054.00 Sqm 367.73
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
Item of work Quantity Unit Rate In figures Amount
Cautionary Warning Sign :-Providing and fixing sign
boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminum composite Panel); size 90 x 90 x
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 sheeting
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 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
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
Item of work Quantity Unit Rate In figures Amount
Regulatory / Mandatory Sign :-Providing and fixing
sign 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
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
Chevron sign :-Providing and fixing sign boards made
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 sheeting
Item of work Quantity Unit Rate In figures Amount
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 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
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
Diversion Ahead Sign :-Providing and fixing sign boards
made 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
58 3mm; painted with bestquality epoxy coatings in black 4.00 Nos 10671.66
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
Providing and fixing hectometer as per I.R.C.
type design including painting lettering etc. 6.00 No 356.50
complete fixing in C.C. 1:5:10.
Item of work Quantity Unit Rate In figures Amount
Cat Eye/ Road Stud / RPM: Supplying Raised
Pavement 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.
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
Portable Barricade in Construction Zone
(Installation of 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, 2.0 m in height, horizontal
rail painted (2 coats) with yellow and white
61 stripes, 150 mm in width at an angle of 450, 'A' 244.00 Each 3035.05
frame painted with 2 coats of yellow paint,
complete as per IRC:SP:55-2001 ) including
Blinkers,Retro reflective film/sticker. All material
of barricading which is use while working will be
property of contractor after completion of entire
Supply and Apply Rumbble Strips Road marking
with hot applied thermoplastic paints with
reflectorising glass beads on bitumin surface
providing and laying a hot applied thermoplastic
compound 8 mm thick including reflectorising
glass beads @ 250gms per sqm area, thickness 149.00 Sqm 1772.55
of 8mm is excluding of surface applied glass
beds as per IRC:35-2015. The finished surface
to be level, uniform and free from streaks and
Blinkers : Providing & fixing solar power road
traffic flasher/blinker ( 24 hour operations)
having 300 mm round light source, cluster of
high intensity ultra bright LED visibility greater
than 500mtr red or amber or as required.
Flashing duty cycle 50% operation for 24 hours
63 located 3.0mtr above thr ground level on post of 3.00 Each 9014.25
80NB MS Post,design in line with IS 7537-1974
specification of road traffic signals Solar model
12 V, 20WP/124 , 40W,Battery 12 V 60Ah/12 V
110 AH. Operating temparature 0 to 50 C,
Humidity 93% EH (NC) complete with
Item of work Quantity Unit Rate In figures Amount
Supplying of solar road stud (Solar k tie)
construction aluminium alloy steel 100 dc water
proof design conform to IP67 Dimension
mm x 128mm x 82mm + 1mm height of shank
+ 54mm +0.5 mm diameter of shank 42.5 mm
+ 0.5 mm plastic unbreakable, scratch, resistant
poly carbonate for maintenance free operation
solar panel high efficiency mono-crystalline
3v/50 mAh Battery XTSRS.01. XTSRS.02. Super
capacitor 2.7 v/22 of Six super bright LED with
18000 mod view distance up to 800 meters flash
rate 1H2 according to customers requirement
resist compression can take the load of 25 tons
vehicle color red and yellow working time 80 to
100 hours continuously after the battery is fully
charged and complete fixing will be drilling holes
on the road for the shank to go inside with out
nails and using epoxy resin based adhesive per
manufactures recommendation and complete as
directed by the Engineer.
Flexible Median Marker : Providing and Fixing of
Flexible Median Marker that are made of tough, high
impact resistant, injectionmolded, thermoplastic body
with property of flexibility to provide high durability.
The dimension of Flexible Median Marker should not
exceed 18.4 cm in height(including shank height),12.5
Cm in width. ,0.65 cm in thickness and shank depth
shall be 3.4 cm The body structure shall be rounded at
all its corners and edges. The plastic used for molding
the Flexible Median Marker should survive impact load
of 5kg continuously for 750 times at room
temperature. The logo of the manufacturer shall be
embossed on either side of the body in the injection
65 molding process. The Median Marker shall have flame 358.00 Each 271.69
like shaped body with, fluorescent yellow color
retroreflective sheeting of size not less than 90 Cm
square, with fully reflective micro prismatic cube
corners as its retro-reflective elements as per IRC
2012 and ASTM D4956-09 type XI specifications
reflectivity values. The retro-reflective sheeting shall be
one or both sides of the Flexible Median Marker and
shall be edge protected with no exposed edges which
will prevent edge lifting, vandalism, sheeting damage,
etc. The Flexible Median Marker shall be fixed by a
combination of epoxy adhesive and grouting as
recommended by manufacturer and Engineer in
Road Delineators (Supplying and installation of
delineators (road way indicators, hazard
markers, object markers), 80-100 cm high above
ground level, painted black and white in 15 cm
66 wide stripes, fitted with 80 x 100 mm 4.00 Each 1046.36
rectangular or 75 mm dia circular reflectorised
panels at the top, buried or pressed into the
ground and confirming toIRC-79 and the
Supplying & Fixing Jumbo Bollard sing L- Type
made out of 1.5 MM Thick C.R.C. Sheet height
155 cms. Bottom diameter 30 cms. Top
diameter 18 cms fabricated as per attacged
67 drawing, pretreated with phospheting process 2.00 Each 4999.5
painted with epoxy coatings, Reflectorised with
sheeting specified by M.O.S.T. Latest
Specification.( Engineer Grade. )
Item of work Quantity Unit Rate In figures Amount
Providing and fixing pre-cast concrete kerb
stone of gray cement based concrete block
30cm length,30cm height and 15cm thick of
68 M200 grade concret as per approved design and 2160.00 Rmt 384.97
including excavation for fixing in proper line and
level,filling the joint with C:M 1:3 (1cement:3fine
sand) etc complete.
Providing and fixing guard stone as per I.R.C.
69 type design including white washing etc. 342.00 Nos 349.11
complete.(ii) Fixing in C.C. 1:5:10
Supplying and fixing reinforced concrete heavy
duty non-pressure pipes with collars for culverts
including setting and joining the pipes in C.M.
70 1:2 watering and laying (To level of slops of I.S. 75.00 Rmt 6595.9
458 / 1971 Class NP4 of following internal
diameter. (vi) 1200 mm dia.
Providing and casting PCC Wall with ordinary
cement concrete M 25 mix and providing
71 necessary vertical pin headers including 3905.00 Cum 4091.51
formwork vibrating ramming & curing complete.
Supplying and fixing reinforced concrete heavy
duty non-pressure pipes with collars for culverts
including setting and joining the pipes in C.M.
72 1:2 watering and laying (To level of slops of I.S. 735.00 Rmt 13343.08
458 / 1971 Class NP4 of following internal
diameter. (x) 1800 mm dia.
Sand bag for protection of slope including
Material & Labour.
Close Graded Premix Surfacing/Mixed Seal
Surfacing (Mechanical means using HMP of
appropriate capacity not less than
tonnes/hour. Providing, laying and rolling of
close-graded premix surfacing material of
mm thickness composed of 11.2 mm to
74 mm (Type-a) aggregates using penetration 222.00 MT 3887.49
grade bitumen to the required line, grade and
level to serve as wearing course on a previously
prepared base, including mixing in a suitable
plant, laying and rolling with a Smooth wheeled
roller 8-10 tonne capacity, and finishing to
required level and grade. )
Total Of Schedule B:
Thirty Three crore Sixteen lakhs Seventy Seven Thousand Five Hundred Fouty One & Rupees Ninteen
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.
Item of work Quantity Unit Rate In figures Amount
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
Note 5:-An amount of Rs. 3,85,61,343.10 ( Rs. Three Crore Eighty FIve Lakhs SIxty One Thousand Three Hundred Forty Three and paise
ten Only) towards estimated credit value of dismentaling shall be recovered from the 1 ST R.A. Bill of this work irrespective of the
quantity actually received on site.
Deputy Executive Engineer Divisional Account Executive Engineer
Nadiad (R&B) Sub Division Nadiad (R & B) Division Nadiad (R & B) Division
Nadiad Nadiad Nadiad
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1_ SBD Tender Documents.pdf
2_ PQ Criteria GRs.pdf
3_ BOQ Price-Bids.pdf
4_ Index Specification.pdf
5_ Technical Specification.pdf
6_ Govt Circulars.pdf
7_ Drawings.pdf
8_ Special Condition.pdf
9_ Testing Schedule.pdf
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