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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹7.5 Cr
EMD Value
₹7.5 L
Closing Date
27 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Arvalli R & B Panchayat Division, Modasa
Resurfacing of Meghraj Godha Lakhipur Vaghpur Moti Panduli Road Under Budget Uchhak Jogvai (T) - 2025-26, Ta. - Meghraj Dist. - Arvalli
258425
16/2025-26
Open
Civil Works - Roads
Works
Arvalli
₹12,000
Yes
Executive Engineer, Panchayat R & B Division, Modasa
₹7.5 L
Yes
26 Dec 2025
26 Dec 2025
26 Dec 2025
27 Jan 2026
26 Dec 2025
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
1 Clearing and grubbing road land including 6.12 28455.09 Hect.
uprooting rank vegetation grass bushes,
shrubs, sapling and trees girth up to 300 mm
removal of stumps of trees cut earlier and
disposal of unserviceable materials (C) By
mechanical means in area of light jungle
2 Earthwork for embankment including breaking 9680.00 131.93 Cum
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 depression which
occur during the process using power roller
8T to 10T. From Borrow area with all lead and
3 Providing, laying, and compacting Hard 2448.00 274.20 Cum
Murrum for Road side shoulders including
spreading in uniform thickness, rolling with
vibratory roller 80-100 kN static wt. to proper
grade and camber including watering etc.
4 Scarifying gravelled macadam or bitumen 1100.00 41.60 Sqmt
mcadam surface 6 cm to 10 cm. depth
including stacking useful materials on road
side and disposing off remaining stuff.
5 Providing, laying, spreading and compacting 116.00 1598.06 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-I) (B.T. Metal of size
45 to 90 mm) specification including
spreading in uniform thickness, hand packing,
rolling with 3 wheeled steel/ vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening/
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting
to the required density.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
6 Providing, laying, spreading and compacting 170.00 1519.01 Cum
stone aggregates of specific sizes to water
bound macadam (Grade-II) (B.T. Metal of size
45 to 63 mm) specification including
spreading in uniform thickness, hand packing,
rolling with 3 wheeled steel/ vibratory roller in
stages to proper grade and camber, applying
and brooming requisite type of screening/
binding Materials to fill up the interstices of
coarse aggregate, watering and compacting
to the required density.
7 Providing and applying Tack coat, using VG- 1100.00 17.90 Sqmt
30 bitumen at the rate 4.0 kg. / 10 sq.m. on
W.B.M./ W.M.M. surface including cleaning
the surface etc. complete.
8 Providing and applying Tack coat, using VG- 108797.00 11.37 Sqmt
30 bitumen at the rate 2.5 kg. / 10 sq.m. on
B.T. surface including cleaning the surface
etc. complete.
9 Providing & laying 50.00 mm thick Bituminous 12688.00 2581.92 M.T.
macadam using B.T. stone aggregate as per
required gradation with asphalt of VG-30 at
the rate of 3.40 % i.e. 34.0 Kg/ M.T. by weight
mix including heating & mixing in drum mix
plant transporting the mix spreading the same
by paver finisher and consolidation by
vibratory roller as per MORT&H specification
including cost of all materials fuel, labours,
tools and plant etc using contractors own
drum mix plant etc. comp.
10 Providing & laying 20mm thick premix seal 5056.00 3242.39 M.T.
surfacing using specified graded machine
crushed aggregates with VG-30 grade
bitumen at the rate of 5.1 % i.e. 51.0 Kg/ M.T.
by weight mix including heating & mixing in
drum mix plant transporting the mix spreading
the same by paver finisher and consolidation
by vibratory roller as per MORT&H
specification including cost of all materials
fuel, labours, tools and plant etc. comp. and
flushind sand @ rate of 0.30 cmt / 100 smt.
11 Providing and fixing ordinary Kilometer stone 17.00 1293.39 No.
of precast 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.)
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
12 Providing and fixing Hectometer as per I.R.C. 82.00 356.50 No.
type design including painting, lettering etc.
complete. (ii) Fixing in C.C. 1:5:10
13 Providing and fixing indicator stone of 1138.00 343.27 No.
approved stone as per I.R.C. type design in
C.C. 1:4:8 including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
14 Providing and fixing guard stone as per I.R.C. 410.00 350.80 No.
type design including white washing etc.
complete. (ii) Fixing in C.C. 1:5:10
15 Cautionary Warning Sign :- Providing and fixing 10.00 3906.19 No.
sign boards made out of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pre treated with phospheting
process & acid etching; coated with one coat of
epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiective sheeting of Type-
4 as per ASTM D-4956 and latest M.O.S.T.
Specifications; 3.6mtr long stand post of Iron
Angle75 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 coatings in black and white
bends. The details of symbol for each board
shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC
block of size 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 testreport from
third party test lab for the product offered shall
besubmitted by contractor. (B) Class-B Type-4
Retro Reflective sheeting
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
16 Facility Informatory Sign :- Providing and fixing 4.00 3990.64 No.
sign boards madeout of 2mm aluminium sheet /
4mm ACP (Aluminum composite Panel); size
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 epoxypaint ;
reflectorised with High Intensity Prismatic Grade
retrorefiective sheeting of Type-4 as per ASTM
D-4956 and latest M.O.S.T. Specifications;
3.6mtr long stand post of Iron Angle 75 x75 x
6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of
35 x 35 x 3mm; paintedwith best quality epoxy
coatings in black and white bends. The details
of symbol for each board shall be as per the
instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 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
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
17 Regulatory / Mandatory Sign :-Providing and 12.00 3540.12 No.
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 High Intensity Prismatic
Grade retrorefiective sheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.
Specifications; 3.6mtr long stand post of Iron
Angle 75 x75 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 coatings in black and white
bends. The details of symbol for each board
shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC
block of size 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.
18 Providing and fixing Junction board of M.S. 6.00 5236.70 No.
plates and angles asper standard I.R.C. design
including fixing in C.C. 1:4:8 with necessary
excavation painting figuring and lettering on
board etc. complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
19 Chevron sign :- Providing and fixing sign boards 12.00 3711.75 No.
made out of 1.5mm aluminium sheet / 3mm
ACP (Aluminum composite Panel); size
60x50cm rectangular as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
; reflectorised with High Intensity Prismatic
Grade retro refiective sheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.
Specifications; 3.3 mtr long stand post of Iron
Angle 75 x 75 x 6mm / 65NB Circular MS Pipe
as required and frame fabricated from suitable
size iron angle of 35x35x3 mm; painted with
best quality 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 block of size 45 x 45 x
60 Cms. for each leg including excavation,
curing etc. complete under the supervision of
engineer in charge. A warranty for 7 years for
the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test
lab for the product offered shall be submitted by
contractor. (A) Class-B Type-4 Retro Reflective
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
20 Hazard Marker Sign :- Providing and fixing sign 44.00 3518.69 No.
boards made out of 2.0 mm aluminium sheet /
mm ACP (Aluminum composite Panel); size
90x30 cms. rectangular as per design of IRC-67-
2012. Pre treated with phospheting process &
acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint
; reflectorised with High Intensity Prismatic
Grade retro refiective sheeting of Type-4 as per
ASTM D-4956 and latest M.O.S.T.
Specifications; 1.8mtr long stand post of Iron
Angle 75 x 75 x 6mm / 65NB Circular MS Pipe
as required and frame fabricated from suitable
size iron angle of 35 x 35 x 3mm; painted with
best quality epoxy coatings in black and white
bends. The details of symbol for each board
shall be as per the instruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC
block of size 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
21 Road marking with hot applied thermoplastic 1735.00 367.72 Sqmt
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 provide liminance
coefficinet on cemend road shalll be min
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
criteria for night time reflectivity, wet reflectivity
and skid resistance as mentioned in the section-
15 of IRC 35-2015. Warranty for the Retro
reflectivity should be two years.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
22 Citizen' s information Board- Providing and 1.00 12239.00 No.
fixing of typical BUJ information board as per
instruction. Two MS plates of 1.6 mm thick, of
900 mm x 750mm size fixed at top & bottom
duly welded with MS angles of 25 x 25 x 5 mm
thick M.S plate shall be welded by two vertical
M.S flats & four horizontal M.S flates 5 mm thick
to 75 mm x 75 mm of 12 SWG square tubes
posts duly embedded in cement concrete M-15
grade blocks of 600mm x 600mm x 75mm,
below ground level. Painting New letters &
figure of any shade with ready mixed synthetic
enample paint of superior quality in required
shade and colour, All sections of framed posts
and steel tube will be painted with primer and
two coats of epoxy paints as per drawing Clause
1701 and Annexure 1700.1 (10.16)
23 BUJ "LOGO" Board : Providing and fixing of BUJ LOGO 1.00 4671.10 No.
informatory sign board with Logo as per section 1700 of
MORD specifications and drawing. The board will be a
composite unit consisting of Two Plates of ACM
(Aluminum Composite Material), material specifications
as per clause 17001.3. The top most plate will be of
3mm ACP in diamond shape of 600x600 mm size,
riveted with MS angle iron frame of 25mmx 25mmx 5mm
size on back on edges. The Lower plate will be of 4mm
ACP of 1100x 300mm size riveted with MS angle iron
frame of 25mmx 25mmx 5mm size on back on edges.
Riveting of all the sheets over angle and flat iron frame
will be done neatly to have plain surface on one side.
The angle iron frame of Both the plates will be welded
to a 75mm x 75mmx 6mm Mild steel post at Centre and
this post will be embeded in cement concrete M15 grade
block of 450x 450x 600 mm below ground level. The
height of the bottom of the lower plate will be 1200 mm
from normal ground level. The spacing between the
diamond shaped plate and Lower Plate is kept 150 mm.
BUJ logo, letters and numerals on the ACM should be
made up of Retro Reflective sheeting of Type-1 AEGP
Class-A grade as per the latest MORD section 1700 and
IRC 67-2012 specifications. Al the section of the frame
and posts shall be painted with primer and two coats of
epoxy paint. The design, painting and lettering shall be
done as per the BUJ Logo sign Design and as directed
by Engineer in-charge. A warranty for 5 years for the
Retro reflective sheeting for Type-1 Class-A from
original manufacturer shall be submitted by contractor.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
24 BUJ Project Information Board: Providing and fixing of typical 1.00 8739.69 No.
PMGSY Project informatory sign board with Logo as per
of MORD specifications and drawing. The board will be a
composite unit consisting of Three Plates ACM (Aluminum
Composite Material), material specificaitons as per clause
17001.3. The top most plate will be of 3mm ACM in diamond
shape of 600x 600mm size, riveted with MS angle iron frame of
25mmx 25mmx 5mm size on back on edges. The middle 4mm
ACM plate of will be 1220x 150mm size riveted with MS angle
iron frame of 25mmx 25mmx 5mm size on back on edges. The
main 4mm ACM lower most plate will be 1500mmx 600mm
size, riveted with MS angle iron frame of 25mmx 25mmx 5mm
size. Riveting of all the sheets over angle and flat iron frame will
be done neatly to have plain surface on one side. The angle
iron frame of lower most plate and flat iron frame of the middle
plate will be welded to two nos. 75mm x75mm (12 SWG) sheet
tubes posts placed at 1125mm apart centre to centre. the top of
the middle plate will be flushed with the top of 75mm dia
medium steel tube posts and these posts will be embeded in
cement concrete M15 grade block of 450x 450x 600mm below
ground level. The height of the bottom of the lower plate will be
1200mm from normal ground level and the bottom of the
middle plate will be 100mm above the top level of the lower
most plate. the diamond shaped plate mounted over flat angle
iron frame will be connected to middle plate by square steel
section of 47mmx47mm, thickness 12SWG having a spacing of
100mm between the diamond shaped plate and middle plate
and this square section will be riveted to the bottom point of the
diamond shaped plate. BUJ logo, letters and numerals on the
ACM should be made up of Retro Reflective sheeting of Type-1
AEGP Class-A grade as per the latest MORD section 1700 and
IRC 67-2012 specifications. Al the section of the frame and
posts shall be painted with primer and two coats of epoxy paint.
The design, painting and lettering shall be done as per the BUJ
Signage Guide and as directed by Engineer-In-charge. A
warranty for 5 years for the Retro reflective sheeting for Class-A
respectively, from original manufacturer shall be submitted by
contractor.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
25 Cat Eye / Road Stud / RPM: Supplying of 2832.00 326.23 No.
Molded Twin 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
+/- 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.
26 Excavation for foundatiuon upto 1.5 m depth 1938.00 253.85 Cum
incl. Sorting out & stacking of useful material
& disposing of the excavated stuff upto 50m.
Lead. (B) Dense or hard soil.
27 Providing and filling in foundation with 184.30 3345.58 Cum
ordinary cement concrete M- 100 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
28 Providing and filling in foundation with 2611.00 3715.63 Cum
ordinary cement concrete M- 150 mix and
providing necessary vertical pin headers
including formwork, vibrating, ramming and
curing complete.
29 Providing TMT Bar FE 500D reinforcement for 15755.00 77.29 Kg.
R.C.C. work including bending, binding and
placing in position complete upto floor two
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
30 Providing and laying Weep hole in abutment 330.00 86.73 No.
and return by using PVC. pipe of 100 mm dia
including laying in proper grade and joining
complete etc as per details specification.
31 White washing with lime on wall surface (two 1208.00 12.73 Sqmt
coats) to give an even shade including
thoroughly booming the surface to remove all
dirt, dust; mortar drops and other foreign
32 Supplying and fixing reinforced concrete 290.00 5560.01 Rmt
heavy duty non-pressure pipes with collars for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
daimeters. (v) 1200mm dia.
33 Providing Kachha Diversion may be 22.00 5050.00 No.
necessary for traffic and maintaining the
same for the period as may be necessary as
directed by engineer in charge.
34 Dismentalling the existing structure including 22.00 5050.00 No.
removing & stacking the dismentalled
materials as and where directed including
Dismental Credit.
35 Supplying and fixing reinforced concrete 180.00 3469.26 Rmt
heavy duty non-pressure pipes with collars for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
daimeters. (v) 900mm dia.
36 Providing & casting in situ Controlled 504.00 5339.54 Cum
cement concrete M - 250 for Cement
Concrete Road laid as directed including
tamping, vibrating, finishing, curing, and filling
in joints with bitumen complete.
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
37 Compaction and finishing of cement concrete 3355.00 73.14 Sqmt
road by trimix process providing extra labour
charges for the trimix vacum dewatering
service process on cement concrete road
surface by using vacum dewatering pump
floater surface vibrator including making
rough finish to surface as per in including
levelling the complete.
38 Providing and adding & laying surface 10065.00 15.15 Kg.
Hardener in Cement Concrete grade-M25 at
the rate of 3.0 Kg/Sqmt & spreading on
flooring as per directed and instructed by
Engineer in Charge etc. comp.
39 Supplying and fixing reinforced concrete 50.00 659.99 Rmt
heavy duty non-pressure pipes with collars for
culverts carrying heavy traffic as per IS 458-
1991 specifications including setting the pipes
in C.M. 1:2 watering and laying (to level or
slopes) of class NP3 of following internal
daimeters. (i) 300mm dia.
40 A Providing and erecting a Single "W" metal 350.00 4668.86 Rmt
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 2.0 m centre to centre, 1.8 m high,
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, Fixed in M-25
Grade Concrete 1.1 x 0.5 x 0.5 complete as
per clause 810. Reflector type-4 class - B
High Intensity grade at Every Post as per
drawing complete as per clause
41 Providing and fixing 5th Kilometer stone of 4.00 1175.56 No.
approved hard stone as per I.R.C. type design
in C.C. 1:4:8 including painting and lettering
etc. complete (For N.H., S.H. and M.D.R.)
Description of Item
Item Rate In
(with brief specification and reference to Quantity Unit Amount
No. figures
book of specifications)
42 Providing and fixing post and pipe railing as 100.00 1211.79 Rmt
per detailed drawing including 3 coats of
painting to steel works complete.
Total Rs.
Rupees Seven Crore FourtyNine Lakh ThirtyFive Thousand Seven Hundred NinetyTwo and
Paisa FiftySix Only
I / We / am/are willing to carry out the work at ________________________________% above / below
percent (should be written in figure and words) of the estimated rates mentioned above. Amount of
my/our tender Works out as under.
Estimated Amount Estimated Amount
put to tender Rs. _________ put to tender Rs. _________
Deduct_______% below Add_______% above
Net Rs._________ Net Rs._________
in words ___________ in words ___________
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.
Signature of Contractor
Dy. Executive Engineer Executive Engineer
Panchayat R.&B. Sub Division Panchayat R.&B.Division
Meghraj Modasa
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BOQ - Meghraj Godha Lakhipur Vaghpur Moti Panduli Road.pdf
General Specification.pdf
GR - 1.pdf
GR - 2.pdf
SBD Book_2023_Meghraj Godha Lakhipur Vaghpur Moti Panduli Road.pdf
Specification - Meghraj Godha Lakhipur Vaghpur Moti Panduli Road.pdf
Work Details - Meghraj Godha Lakhipur Vaghpur Moti Panduli Road.pdf
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