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Tender Value
₹13.8 Cr
EMD Value
₹13.8 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer’s office, Valsad (R&B) Division,
CONSTRUCTION OF MAJOR BRIDGE ACROSS WANKI RIVER ON TITHAL-VALSAD-DHARAMPUR-HUNDA-NASIK ROAD (CH.1/6 TO 1/8), DIST. -VALSAD
300936
5 of 2026-27
Open
Civil - All
Valsad
17 documents required · 16 mandatory · 1 optional
₹18,000
Executive Engineer,Valsad (R&B) Division, Valsad
₹13.8 L
4 May 2026
4 May 2026
4 May 2026
4 Jun 2026
4 May 2026
NAME OF WORK :- CONSTRUCTION OF MAJOR BRIDGE ACROSS WANKI RIVER ON TITHAL-VALSAD-
DHARAMPUR-HUNDA-NASIK ROAD (Ch. 1/6 TO 1/8), DIST. VALSAD.
Bill of Quantity
Item of work Quantity Unit Amount
1 Diversion of watercourse / providing cofferdam and bund 2.00 Job 20,41,321.10
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 1.89 Km. 2,706.50
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. complete.
3 Providing flood gauge marks on substructure as per 22.10 Rmt 159.08
design including painting complete.
4 Providing masonry steps with cement pointing on 51.00 Steps. 224.30
approaches as directed.
5 Providing and filling sand behind abutment and between 275.78 Cu.m. 480.41
returns in layers as directed.
6 Filling available excavated earth/wethered rock in 3241.00 Cu.m. 130.39
trenches,sides of foundations etc. in layers not
exceeding 20 cm in depth consolidating each disposited
layer by ramming and watering.
7 Dismantling the existing structure including removing 561.00 Cu.m. 909.91
and stacking the dismantled materials as and where
8 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 M. 4626.90 Cu.m. 501.09
b) Depth from 3.0 m to 6.0 m 35.90 Cu.m. 586.94
9 Empty boring through all sorts of strata with fully 972.00 Rmt 5,292.43
automatic piling rig for providing 1.20 Mt dia. R.C.C.
bored piles to required depth including providing
necessary casing pipe with all plants and equipment's as
required complete.
10 Empty boring through in Rock for providing 1.20 Mt. 200.00 Rmt 6,722.56
diameter R.C.C. bored piles to required depth including
providing necessary casing pipe with all plants and
equipments as required complete.
11 Providing Steel Liner 6 mm thick for pile including 65.30 MT 47,323.73
Fabricating and Setting out as per Detailed Drawing.
12 Providing and laying controlled cement concrete M 35 for 1329.10 Cu.m. 4,930.82
R.C.C.bored piles of 1.20 M dia. including ramming,
vibrating and finishing excluding T.M.T Reinforcement
Item of work Quantity Unit Amount
13 Static Load testing of foundation piles including loading 2000.00 MT. 187.38
with necessary kentledge or any other suitable method
as directed with all arregement & equipment reqired.
14 Dynamic Load testing of foundation piles including 2.00 No. 35,767.11
loading with necessary kentledge any other suitable
method as directed with all arregement & equipment
15 Conducting Pile low strain integrity test as per ASTM D 48.00 No. 1,212.00
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
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 equipment.
16 Providing & filling in foundation as base course with 366.18 Cu.m. 3,610.75
ordinary cement concrete of M 15 mix and providing
necessary vertical pin headers including formwork
vibrating ramming & curing complete.
17 Providing and casting in-situ controlled cement concrete 1427.60 Cu.m. 5,106.56
of M 35 For R.C.C. work for footing, pile cap, etc.
including necessary form work vibrating, curing and
finishing complete.
18 Providing and fixing in position Fe 550D TMT for R.C.C. 348.30 MT 81,120.33
bored piles & pile cap as per detailed drawing, including
cutting, bending hooking tying and welding complete
and including forming the cage and lowering it in
19 Providing and casting in situ controlled cement with of
M35 for R.C.C. work in piers, abutment, Return and
Retaining Wall as per drawing including centering
shuttering scaffolding where necessary laying vibrating
curing and finishing complete.
a) Height from 0.0 M to 5.0 M 895.70 Cu.m. 5,408.55
b) Height from 5.0 M to 10.0 M 119.93 Cu.m. 5,725.69
20 Providing and fixing in position fully moulded restrained 1376256.00 Cu.Cm. 0.90
elastomeric Bearings as per detailed drawings.
21 Providing and casting in situ controlled cement concrete 360.20 Cu.m. 5,805.48
of M 35 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.
Item of work Quantity Unit Amount
22 Providing and fixing in position TMT (FE-550D) bar 252.30 M.T 81,325.80
reinforcement including cutting ,bending, hooking, tying,
welding etc., complete as per detailed drawing and
specification. For pier, Abutments, Abutment cap, dirt
wall, pier cap , sesmic arrester, Pedestal, Retaining Wall,
inspection platform, etc.
23 Providing and casting in situ controlled cement concrete 1003.00 Cu.m. 5,977.18
M-35 for R.C.C. work in superstructure including
centering, shuttering scaffolding, ramming, vibrating
curing and finishing complete. (A) T-Beam and Deck slab
type of superstructure (II) Main and cross Girder
24 Providing and placing in position FE 550D TMT bar 175.60 M.T 82,181.57
reinforcement including cutting, bending, hooking, and
tying complete as per detailed drawing.(A) T-Beam and
Deck slab type of superstructure (II) Main and cross
25 Providing and casting in situ controlled cement concrete 142.60 Cu.m. 5,597.42
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.
26 Provision of an Reinforced cement concrete crash barrier 381.00 Rmt 7,898.20
at the edges of the road, approaches to bridge
structures and medians, constructed with M-40 grade
concrete with Fe-550D reinforcement with FBEC
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
June 1994 as per dimensions in the approved drawing
and at locations directed by the Engineer, all as specified
as per drawing attached.
27 Providing railing of controlled cement concrete M-35 190.12 Rmt 1,392.79
as per detailed drawings with necessary reinforcement
including, shuttering, laying vibrating and finishing to
line and level complete.(ii) Cast in situ.
28 Providing and laying chequered precast cement concrete 286.00 Sq.m. 528.01
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-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.
29 Providing G.I. 100 mm. diameter water spouts including 72.00 Each 536.03
necessary iron gratings as per drawings.
30 Providing and fixing marble slab including engraving and 1.00 Each 1,012.65
painting complete.
31 Providing and casting in situ controlled cement concrete 74.00 Cu.m. 5,376.23
of M 35 for approach slab including form work curing
and finishing complete.
Item of work Quantity Unit Amount
32 Providing and fixing in position FE 550D TMT bar 26.00 M.T 80,710.13
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
33 Modular Strip / Box Seal Joint (Providing and laying of a 103.00 Rmt 2,057.37
modular strip Box steel expansion joint including
anchorage catering to a horizontal movement beyond
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.)
34 Providing and laying Filter Media 600mm Thick directed 1156.00 Sq.m. 1,248.74
at the back of Abutment, return and wing walls as per
detailed specification.
35 Providing & laying weep hole in Abutments, and returns 810.00 Each 84.95
by using A.C. pipe of 100mm including laying in proper
grade and jointing the completed as per detailed
36 Providing and laying Pitching on slopes laid over 225.00 Cu.m. 1,051.41
prepared filter media including boulder apron laid dry in
front of toe of embankment complete as per drawing
and Technical specifications
37 Providing and laying Filter material underneath pitching 113.00 Cu.m. 877.69
in slopes complete as per drawing and Technical
38 Providing and laying of Extruded Bioaxial Polypropylene 1219.00 Sq.m. 353.80
Geogrid 40 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.
39 Providing fusion bonded Epoxy coating not less than 175 482.00 MT 10,162.62
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
40 Providing fusion bonded Epoxy coating not less than 175 321.00 MT 7,296.24
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 (B) 20mm to
41 Carrying out load test of super structure as directed 800.00 MT 169.92
including all necessary materials plant
equipement,instruments, labour and arrangements for
Item of work Quantity Unit Amount
42 Steel work, welded in built up sections framed work 18.00 MT 90,478.63
inpection platform, ladder including cutting, hoisting,
fixing in position and applying a priming coat of red lead
paint. (A)In beams and joists,channels angles Tees,
flats, with connecting plates or angle cleats as in main
and cross beams. Hip and jack rafters,purlins conneted
to common rafters and the like
43 Clearing and grubbing road land including uprooting rank 0.30 Hectare 28,393.04
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.
44 Back filling between returnwall shall be selected soil 3903.00 Cu.m. 480.41
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
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 within 3.0KM lead.
45 Construction of 125 mm thick compacted coarsed 315.00 Cu.m. 851.74
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
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.
46 Construction of compacted coarsed granular subbase 315.00 Cu.m. 1,161.50
125 mm thick (Grade-III crushed B.T materials of
% ,Below 2.36 mm @ 52.5 %) 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
47 Providing and laying wet mix base course macadam in 630.00 Cu.m. 1,018.08
125 mm 2 layer (i.e 250 mm) using machine crushed
chips as per required gradation mixing with required
optimum quantity of water conveying the mix to site and
spreading to grade and camber with mechanical paver
consolidation by vibratory roller including material,
labour, plant and machinery and equipment etc.
Item of work Quantity Unit Amount
48 Providing and laying 50 mm thick compacted B.M.with 234.00 M.T 2,732.05
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-30 for
mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix
including heating the aggregate and asphalt by 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.
49 Providing and laying 50mm thick DBM in Single layer 244.00 M.T 3,237.05
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
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
50 Providing and laying 30 mm Bitumen concrete using 153.00 M.T. 3,554.90
crushed stone aggregate BT chips as per required
gradation and the VG 30 grade asphalt at 54 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.
51 Providing and laying of Extruded Bioaxial Polypropylene 851.00 Sq.m. 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.
52 Providing and applying priming coat with emulsion SS1 2119.00 Sq.m. 60.60
grade at the rate of 7.50 kg/ 10 Sq.mt. including cost of
asphalt and preparing the surface heating and applying
Item of work Quantity Unit Amount
53 Road marking with hot applied thermo plastic paints with 208.00 Sq.m. 367.73
reflectorising glass beads on bitumin surface providing
and laying a hot applied thermoplastic compound
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
54 Cautionary Warning Sign :-Providing and fixing sign 4.00 Each 5,077.27
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 sheeting
Item of work Quantity Unit Amount
55 Hazard Marker Sign :-Providing and fixing sign boards 4.00 Each 3,666.30
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
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
56 Regulatory / Mandatory Sign :-Providing and fixing sign 4.00 No. 4,618.73
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
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
Item of work Quantity Unit Amount
57 Chevron sign :-Providing and fixing sign boards made 20.00 No. 4,681.35
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;
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
58 Providing and fixing hectometer as per I.R.C. type design 4.00 Each 356.50
including painting lettering etc. complete fixing in C.C.
59 Providing and fixing ordinary Kilometer stone of precast 2.00 Each 1,290.57
C.C. 1:2:4 including necessary reinforcement as per
I.R.C. type design in C.C. 1:4:8 including letter and
paints etc. complete (For N.H., S.H. and M.D.R.)
60 Providing and erecting a "W" metal beam crash barrier 527.00 Rmt 4,956.07
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
Item of work Quantity Unit Amount
61 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 208.00 Each 326.23
Shanks Raised Pavement Markers made of polycarbonate
and ABS moulded 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, 130 mm and 130 mm and with
minimum reflective area of 13 Sqcm 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 Kgf. 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.
62 Portable Barricade in Construction Zone (Installation of a 40.00 Each 3,952.13
steel portable barricade with horizontal rail 300 mm
wide, 2.5 m in length fitted on a 'A' frame made with
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)
Total Of Schedule B:
In Words : Thirteen Crore Seventy Six Lakh Ten Thounsand Two Hundred Sixty Seven Rupees And Sixteen Pai
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.
Note 5:-An amount of Rs.2,72,728.05 (Rs. Two lakh Seventy Two Thousand Seven Hundred Twinty Eight Rupees And
Five Paise 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 Divisional Accounts Officer Executive Engineer
Valsad (R & B) Sub Division Valsad (R & B) Valsad (R & B) Division
Valsad Valsad Valsad
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4.0 Notice inviting Tender.pdf
5.0 SBD.pdf
6.1 BOQ.pdf
7.0 SPECI INDEX.pdf
9.0 Specification - BR5.pdf
12.0 Spe. Conditions -.pdf
13.0 TEST ECHEDULE.pdf
BR-05_Approach GAD (594 x 1150).pdf
BR-05_Bridge GAD_01 (594 x 950) 23-01-2026.pdf
BR-05_Bridge GAD_02 (594 x 1050) 23-01-2026.pdf
PRE-QUALIFICATION.pdf
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