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Tender Value
₹5.0 Cr
EMD Value
₹5.0 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, DAHOD
Construction of Major Bridge on ChilaKota Udar-Kantu Road CH. 1/65, Ta. Dhanpur Dist. Dahod (Reinvited 2nd. Attempt)
301226
02 of 2026-2027
Open
Civil Works - Bridges
Dahod
8 documents required · 8 mandatory
₹6,000
Executive Engineer, Panchayat (R&B) Division, DAHOD
₹5.0 L
5 May 2026
5 May 2026
5 May 2026
15 May 2026
5 May 2026
Name of Work : Construction of Major Bridge on ChilaKota Udar-Kantu Road CH.
1/65, Ta. Dhanpur Dist. Dahod
BILL OF QUANTITIES
Item Description of Item (with brief specification and reference to
Quantity Unit Rate Amount
1 Carry out alignment survey work by total station including
marking of centre line of the bridge and approach road and
various other component structures, taking ground levels and
details of existing structures within 40m from centre line,
providing and fixing necessary reference pillars, establishing 1.00 Nos 29037.50
bench marks, establishing foundation layout on ground,
including submission longitudinal section, cross section and
report of survey work in three copies with soft copy in CD to
Engineer-in-charge as directed.
2 Dismantling the existing structure including removing and
stacking with All lead & Lifted dismantled materials as and 1107.00 Cum 952.51
where directed. (A) R.C.C. Work
3 Excavation for foundation in sand, gravel, clay soft soils and
murrum etc. including shoring, strutting dewatering as 5847.00 Cum 523.28
necessary and disposing of the excavated stuff as directed. (A)
Depth upto 3.0 M. and lead upto 100m for 10 Cum.
4 Excavation for foundation in hard murrum and boulders and
very stiff or sticky, clays and other similar strata including 2153.00 Cum 625.88
shoring and strutting and dewatering as necessary and
disposing of the excavated stuff as directed .
5 Providing and fixing mild steel dowel bars of minimum 32mm
dia. for anchoring by drilling holes in foundation strata
including necessary bending, hooking of dowel bars and 504.00 Rmt 450.07
grouting the holes complete as per detailed drawing and as
6 Providing and casting-in-situ ordinary cement concrete M-150
for R.C.C. Raft and cut-off walls including necessary shuttering 1177.00 Cum 3651.84
laying, vibrating, ramming and curing complete.
7 Providing and casting-in-situ controlled cement concrete M-
300 for R.C.C. Raft and cut-off walls including necessary 1100.00 Cum 5123.31
shuttering laying, vibrating, ramming and curing complete.
8 Providing and fixing in postion TMT Fe 550D Corrosive
Reinforcement Steel (CRS) bars of various diameter for all RCC
works in piles, pile caps and foundation as per detailed design
& drawing and schedule including cutting, bending, hooking
the bars, binding with 18 SWG GI wires or tack welding (Only 95.20 MT 77515.66
for piles) and supporting as requried with all lifts etc. complete
including cost of all labour, materials, tools, plants, equipment
etc. all complete as directed by engineer and as per
9 Providing and casting in situ controlled cement concrete M-
300 for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating, 269.00 Cum 5332.62
curing and finishing complete. (A) Height from 0.0 to 5.0 M. (1)
Piers (2) Abutment (3) RCC return
10 Providing and casting in situ controlled cement concrete M-
300 for R.C.C. return as per drawings including centering
shuttering, scaffolding where necessary, laying vibrating, 56.00 Cum 5385.03
curing and finishing complete.(B) Height from 5.0 to 10.0 M.
(1) Piers (2) Abutment (3) RCC return
11 Providing and casting-in-situ controlled cement concrete M-
300 for R.C.C. work in pier cap, abutment cap and dirt wall
including controlled cement concrete M-300 bed blocks or
pedestals of required size below bearings as per detailed
drawings, centering, shuttering, scaffolding, wherever
necessary, laying vibrating, curing and finishing complete.
12 Supplying fitting and fixing in position true to line and level tar
paper bearings confirming to IRC : 83 Part 2 section IX and 115.00 Sqm 80.80
Clause 2005, of Morth Specifiactions complete including all
accessories as per drawings and specificaions.
13 Providing and laying weep hole in abutment and returning by
using A.C. pipes of 100mm diameter including laying in proper 370.00 Nos 49.25
grade and joining etc. complete as per detailed specification.
14 Supplying and laying high strength flexible geogrids (HSFG) as
soil reinforcement / basal reinforcement as per MORTH
and IRC 113, made of high tenacity polyester core with
polyethylene coating with minimum Long Term Design 76.00 Sqm 420.16
Strength (LTDS) of more than 50% of ultiMate tensile strength
at 30 degree Celcius corresponding to 12 % strain etc.
complete and as directed by Engineer - In - Charge.
15 Supplying & laying of drainage composite for use behind walls,
between two different fills, alongside drains of road, below
concrete lining of canals etc. Geocomposite for planar
drainage, realized by thermobonding a draining core in
extruded monofilaments with two filtering nonwoven
geotextiles that may also be working as separation or
protecting layers. The draining three dimensional core will
have a “W” configuration as longitudinal parallel channels.
Minimum thickness to be 7.2mm, with two filtering UV 233.00 Sqm 831.23
stabilized polypropylene nonwoven geotextile of minimum
thickness of 0.75 mm having pores of 150 micron and tensile
strength of 8.0 kN/m that will be working as separation or
protecting layer, geocomposite having in plane flow capacity of
2.1 L / (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and
tensile strength of 18 kN/m , with mass per unit area of
gsm, supplied in the form of roll for easy transportation to site
of work as per detailed specification all complete as per
directions of Engineer in charge.
16 Providing and filling sand behind abutments and between
returns in layers as directed.
17 Providing and fixing in postion TMT Fe-550D Corrosive
Reinforcement Steel (CRS) bars of various diameter for all RCC
works in Abutment cap & Dirt wall, Pier Cap as per detailed
design & drawing and schedule including cutting, bending,
hooking the bars, binding with 18 SWG GI wires or tack 72.00 MT 77515.66
welding (Only for piles) and supporting as requried with all lifts
etc. complete including cost of all labour, materials, tools,
plants, equipment etc. all complete as directed by engineer
and as per specification.
18 Providing and casting in situ controlled cement concrete M-
300 for R.C.C. solid slab including centering, scaffolding, curing 650.00 Cum 5455.94
and finishing complete.
19 Providing and casting-in-situ controlled cement concrete M-
300 for approach slab including formwork curing and finishing 23.00 Cum 5263.99
20 Providing and casting in situ controlled cement concrete M-
400 for average 100 mm thick wearing coat laid as directed 89.00 Cum 5564.41
dincluding tamping, vibrating, finishing, curing and fillingin
joints with bitumen complete
21 Providing and fixing in postion TMT Fe 550D Corrosive
Reinforcement Steel (CRS) bars of various diameter for all RCC
works in superstructure as per detailed design & drawing and
schedule including cutting, bending, hooking the bars, binding 90.00 MT 77515.66
with 18 SWG GI wires or tack welding (Only for piles) and
supporting as requried with all lifts etc. complete including
cost of all labour, materials, tools, plants, equipment etc. all
complete as directed by engineer and as per specification.
22 Providing and fixing in position Mild steel dowel bars in
piercaps or abutment caps for anchorage in fixed end as per 48.00 Nos 341.29
detailed drawings including cutting, bending and welding
23 Providing and fixing in position Mild steel dowel bars in
piercaps or abutment caps for anchorage in free end as per 48.00 Nos 399.70
detailed drawings including cutting, bending and welding
24 Reinforced Cement Concrete Crash Barrier (Provision of an
Reinforced cement concrete crash barrier at the edges of the
road, approaches to bridge structures and medians,
constructed with M-400 grade concrete with TMT Corrosive
Reinforcement Steel (CRS) conforming to IRC:21 and dowel
bars 25 mm dia, 450 mm long at expansion joints filled with 310.00 Rmt 4593.48
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).
25 Providing and applying one coat Epoxy Phenolic primer of DFT
50 micron and two coats of Epoxy Phenolic coating of DFT
microns each or any other equivalent epoxy coating system to
all concrete surfaces for Crash Barrier including cost of
material, labour, transportation, scaffolding and preparing the 1567.00 Sqm 344.06
surfaces by cleaning, washing, brushing, sand/ grit blasting etc.
complete and as directed by Engineer and as per specification.
( Paint shall be got approved from Engineer and tested from
approved laboratory).
26 Providing Yellow and Black Patta three coats including
distempeing three coats with oil bound distemper of approved
brand and manufacture and of required shade on wall surfaces
to give an even shade, over and including a priming coat with
distemper primer of approved brand and manufacture after 1176.00 Sqm 84.82
thoroughly brushing the surface free from mortar dropping
and other foreign matter and also including preparing the
surface even and sand papered smooth as per instruction of
Engineer Incharge.
27 Providing and Fixing RCC M-300 architecture pylons at end of
Approach structures including all materials, labour, Fe-550D
TMT CRS reinfocement laying ,ramming,curing etc. Complete 3.00 Cum 5333.33
as per detailed working drawing M 250 - for architecture
pylons at end of approach.
28 Providing and placing in position Corrosive Reinforcement
Steel (CRS) Fe500D bar including cutting, bending, hooking,
and tying complete as per detailed drawing.(B) T-Beam and 0.30 MT 77515.67
Deck slab type of superstructure (I) Deck slab (II) Main and
29 Providing P.V.C. 100 mm diameter water spouts including
necessary iron gratings as per drawings.
30 Providing and laying Double walled corrugated pipes(DWC) of
Polyethylene (Conforming to IS: 14930-II) of 150 mm Dia. with
fittings and necessary connecting accessories of same material 210.00 Rmt 205.03
at required depth for laying table below Crash Barrier etc.
Complete as per specs and as directed by Engineer-In-Charge.
31 Providing and carrying out load test on bridge deck with
simulated loading including provision, placing and removal of
loading, supplying, fixing and removing deflection measuring
instruments etc. complete with platforms for fixing the
instruments etc. complete as per the details supplied and
specification and as directed by Engineer and including
submission of required results in triplicate after satisfactory
completion of the load test.
32 Providing Pre-moulded asphalt filler joints as per drawings.(A)
33 Providing and fixing marble slab including engraving and
painting complete. (i) Size 75cm x 60cm x 4cm. 2.00 Nos 1012.65
34 Providing flood gauge marks on substructure as per design
including painting complete. 10.00 Rmt 166.90
35 Cat Eye / Road Stud/RPM: Supplying Raised Pavement Markers
made of polycarbonate and ABS moulded body and reflective
panels with Micro prismatic lens (No Glass bead 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 D4280 Type H and complying to
Specifications of Category A of MORTH Circular No
RW/NH/33023/10-97-DO iii 11061997 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 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.
36 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 469.00 Cum 176.42
density including filling the depression which occur during the
process using power roller 8T to 10T.(D) From Borrow area
within 2.0KM. lead
37 Granular earth filling in approach (As per MOSRT&H section
3100) including laying of earth as per Sp. For compaction in
layers of 250 mm thick loose layers and dressing (as per
MOSRT&H Sp. Cl. 303.3.5) by mechanical means using motor
grader including watering the earth to bring the earth upto 1826.00 Cum 385.82
required OMC including rolling with the use of vibratory roller
when earth is at suitable moisture content with desired field
density (Modified proctor test) The material for filling shall
confirm to IRC Highway Research Special Report No-16
38 Providing and casting-in-situ ordinary cement concrete M-200
for R.C.C. Raft and cut-off walls including necessary shuttering 27.00 Cum 4460.60
laying, vibrating, ramming and curing complete.
39 Providing and laying Pitching on slopes laid over prepared filter
media including boulder apron laid dry in front of toe of 122.00 Sqm 1051.41
embankment complete as per drawing and Technical
specifications - Stone Boulders
40 Providing and laying - Fitter Media 600mm thick directed at
the back of abutments, returns and wing walls as per detailed 122.00 Sqm 1268.86
41 Construction of Subgrade and Earthen Shoulders (Construction
of subgrade and earthen shoulders with approved material
obtained from borrow pits with all lifts & leads, transporting to 983.00 Cum 191.90
site, spreading, grading to required slope and compacted to
meet requirement of table No. 300-2)
42 Construction of Granular Sub Base (GSB) by providing coarse
graded material of grading-II, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in place 393.00 Cum 1624.37
method with rotavator at OMC, and compacting with vibratory
roller to achieve the desired density, complete as per MORTH
43 Providing, Laying , spreading and compacting graded stone
aggregates to Wet Mix Macadam 250 mm compacted thick
(In Two Layers of 125 mm thick ) as per MORT & H
specification including premixing the material with water at
OMC in mechanical mix plant, carriage of mixed material by 435.00 Cum 1650.65
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.
44 Providing and laying 55mm D.B.M. with B.T. Aggregate as per
MORT&H specification with Emulsion RS-1 for tack coat @
Kg./10 smt. With Mechanical Sprayer & Bitumen VG-30 Grade )
for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of mix
heating and mixing the aggregate & asphalt in continuous
batch mix plant and transporting to site and spreading the 107.00 MT 3918.80
same by full width sensor paver finisher & consolidation with
vibratory roller including providing all materials equipments,
tools & plant, fire wood, oil, kerosene, labour charges etc.
complete using contractor's own machinery batch mix plant &
sensor paver finisher etc. complete
45 Providing and applying evenly Tack coat with bitumin Emulsion
(RS1) on prepared surface of granular base including cleaning 1965.00 Sqm 13.64
of road surface and spraying primer at the rate of
2.50kg/10Smt using mechanical means
46 Providing and laying 40 mm thick Bituminous concrete on
existing bituminous surface and using specification graded
machine crushed with 5.50 % bitumen VG-30 grade by Wt. of
total mix as per specification MORTH including mixing of
asphalt with B.T. chips in continuous batch mix plant
transporting same as by full width paver finisher and 81.00 MT 4320.78
consolidation the same with pair of 9 tonnes to 10 tonnes
vibratory roller to achieve desire density and including VG-30
grade bitumen, cost of emulsion, cost of required tools
plants, all machineries, equipment fire wood , oil, kerosene,
Providingetc.and
fixing guard stone as per I.R.C. type design
including white washing etc. complete.(ii) Fixing in C.C. 1:5:10.
48 Road marking with hot applied thermoplastic paints with
reflectorising glass beads on bitumin surface providing and
laying a hot applied thermoplastic compound 2.5 mm thick
including reflectorising glass beads@ 250gms 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 streaks and holes. zebra patta /bump patta
lane/center line/ edge line/cut patta. The white color markIng
should Povide liminance coefficinet on cement road shalll be
min 130 mcd/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 criterla for night time
reflectivity, wet reflectivity and skid resistance as mentloned in
the section-15 of IRC 35-2015 warrenty for retro reflectivity
shall be two years.
49 Village/Bridge Name Sign :- Providing and fixing sign boards
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90x60 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-
and latest M.O.S.T.Specifications; 3.3mtr long stand post of
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 or inscription/letters / 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
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
50 Distance Informatory / Destination Sign :- Providing and Fixing
Sign boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminium composite Panel) ; size 180 X 120 cms. Ractangular
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 reflectivesheeting of Type-11 as
per ASMT D-4956 and letest M.O.S.T. Specifications; 4.0 mtr
long (2 Nos.) 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 best quality epoxy
coating in black and white bends. The detail of symbol foreach
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 45X45x60 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 orignal manufacturer & a
certified copy of 3 years 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
51 Regulatory / Mandatory Sign (Speed Limits):- Providing and
Fixing Sign boards made out of 2mm aluminium sheet / 4mm
ACP (Aluminium composite Panel) ; size 60cms 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 reflectivesheeting of Type-11 as per
ASMT D-4959 and letest M.O.S.T. Specifications; 3.6 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
35 x 35 x 3mm ; Painted with best quality epoxy coating in
black and white bends. The detail of symbol foreach 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 45X45x60 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 orignal manufacturer & a
certified copy of 3 years 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
52 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 Micro Prismatic
Grade retro refiectivesheeting of Type-11 as per ASTM D-4956
and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2
Nos.) of 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 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
53 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
54 Providing & laying 20 mm thick M.S.S. with B.T. aggregate (as
per M.O.R.T.&H. gradation) & bitumen grade 60/70 for mixing
at the rate of 5.09 % (i.e. 50.90 Kg./M.T.) by wt. Of total mix &
with michenical sprayer including heating & mixing in drum
mix plant & transporting mix material & spreading the same
with paver finisher & consolidation with vibratory roller of 8 52.00 MT 3585.57
tone to 12 tone & flushing sand or stone dust at the rate of
0.03 Cum./10 Sqm. including cost of fuel, hire charges, wood,
kerosene, labour charges etc. & with contractor's own
machinery & plant including supplying etc. complete.
55 Supplying and fixing reinforced concrete heavy duty non-
pressure pipes with collars for culverts including setting and
joining the pipes in C.M. 1:2 watering and laying (To level of 75.00 Rmt 6621.26
slops of I.S. 458 / 1971 Class NP4 of following internal
(iv) 1200 mm dia.
In Words: Four Crore Ninty Five Lakh Seventy One Thousand Two Hundred Forty Four Rupees And Thirty two
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 * Estimated Amount
put to tender put to tender
Deduct :…………% Below Add :………%Above
In Words …………………………………… In Words………………………………
* (Please strike out whichever is not applicable).
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.
2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3 GST and Income tax TDS will be deducted at a source while making payments of bills
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.
5 The amount of dismentalled credit materials at Rs. 2717004.73 shall be deducted from first R.A. Bill.
6 The Contractor will have to submit the mix design for different grades his own cost before execution as
directed and to be approved from the engineer in charge.
Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Sub-Division Panchayat (R&B) Division
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2 Vol 1 SBD Book.pdf
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4 GRs SBD with Index.pdf
5 BOQ Bridge Chilakota Undar Rd.pdf
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