Public Works Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date20 Feb 2025
Closing Soon13 Mar 2025
Tender Amount₹ 8,44,38,236.52
Costs
EMD
₹ 12,67,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18487Tender No
PWD/2024-25/RD/WORK_INDENT18487Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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Vol-I I no 1.7 Page No 7 - Construction of Embankment with approved materials deposited at site from
roadway cutting and excavation from drain and foundation of other structures
graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3)
9272.63
124
1158615.1185
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Vol-I I No 1.8 Page No 7 - Construction of Embankment by excavating the available approved Gravel/
Murrum deposited at a place or borrow pits during or prior excavation with all
lifts and lead, transportation to site, spreading, grading to required slope and
compacting to meet the requirement complete as per specifications, including
cost of labour, rolling, water, all materials, usage& all other appurtenaces required
to complete the work.
17169.69
497
8545354.713
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Vol-III I No 3.6 Page No 17 - Construction of sub-grade and earthen shoulders with approved
material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2
13078.12
517
6769888.818
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Vol-III I No 3.6 Page No 17 - Construction of sub-grade and earthen shoulders with approved
material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2
7519.52
517
3892479.528
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Vol-III I No 4.2 B (v) Page No 23 - Construction of Granular Sub-Base of required grading as per
design spreading in uniform layers with motor grader on
prepared surface mixing by mix in place method with front end
loader at OMC and compacting with vibratory roller to achieve
the desired density, complete as per clause 401 For Grading -V Material
5824.13
2476
14426078.8035
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Vol-III I No 4.17 Page No 26 - Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including premixing
the Material with water at OMC in mechanical mix plant carriage
of mixed Material by tipper to site, laying in uniform layers with
paver/grader in sub-base / base course on well prepared surface
and compacting with vibratory roller to achieve the desired density.
3505
2686
9417759.75
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Vol-I I No 5.1 A (i) Page No 31 - Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg/m2 using mechanical means.
17250
43
742612.5
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Vol-III I No 5.8 (ii) B Page No 32 - Providing and laying Bituminous Macadam with 100 TPH
capacity hot mix plant batch type using crushed aggregates
of specified grading premixed with bituminous binder
VG-30 @ 3.4% by weight of mix, transported to site, laid over a
previously prepared surface with mechanical paver finisher to
the required grade, level and alignment and rolled as per clauses
501.6 and 501.7 to achieve the desired compaction
862.5
7955
6861920.625
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Vol-III I No 5.3 (i) Page No 31 - Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2 on
the prepared bituminous surface cleaned with mechanical broom
17250
12
217350
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Vol-III I No 5.31 Page No 43 - Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous binder
VG-30 @ 5% by weight of mix and filler, transported to site,
laid over a previously prepared surface with mechanical paver
finisher to the required grade, level and alignment and rolled as
per MoRTH V revision.
431.25
10659
4596952.5
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Vol-I I No 2.2.1 Page No 15 - Providing and laying in position Cement Concrete for all Foundation works.
The granite/trap/basalt crushed graded coarse aggregates and fine aggregates
as per relevant IS Codes machine mixed with super plasticizers laid in finished
layers, well compacted using needle vibrators, including all lead & lifts, cost
of all materials, quality confirming to the requirements of relevant IS codes,
labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
41.25
6601
272305.6875
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Vol-I S R Sl No 4 Page No 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Cement Concrete Drain Walls add 35%
41.25
2310
95306.8875
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Vol-III I No 8.16(ii) Page No 67 - Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc Ordinary kilometer stone (precast)
4
3073
12293.4
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Vol-III I No 8.16 (iii) Page No 67 - Reinforced cement concrete M15grade kilometre stone of
standard design as per IRC:8-1980, fixing in position including
painting and printing etc 200 m stone (precast)
20
884
17682
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Vol-III I No 8.7 Page No 65 - Providing and erecting direction and place identification retroreflectorised
sign as per IRC:67:2022 made of high intensity
grade sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick or Aluminium composite material sheet
with overall thickness of 4mm with area not exceeding 0.9
m2 fixed over back support frame of min 35 x 35 x 3mm angle
mounted on a mild steel circular pipe 65 NB, firmly fixed to the
ground by means of properly designed foundation with M25
grade cement concrete 45 x 45 x 60 cm, 60 cm below ground
level as per approved drawing
1.08
9460
10217.34
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Vol-III I No 8.13 (i) Page No 66 - Painting lines, dashes, arrows etc on roads in two coats on
new work with ready mixed road marking paint conforming
to IS:164:2015 on bituminous surface, including cleaning the
surface of all dirt, dust and other foreign matter, demarcation
at site and traffic control Over 10 cm in width
920
213
196098
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Vol-III I No 8.54 Page No 78 - Providing and fixing board displaying information, such
as 'Name of work, Tender cost, Name of Contractor, Work
completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild
steel sheet painted with one coat of Zinc chromate stoving
primer and two coats of enamel paint on front side and grey
stove enamel on back side and border / messages / symbols
etc. with approved colour shade paint complete, on M.S.angle
of size 35 x 35 x 3 mm frame with properly cross braced M.S.
angles of size 35mmx35mmx3mm duly painted including Two
M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long
painted with alternate black and white bands of 25 cm width
including all fixtures etc.and fixing the boards in 1:4:8 concrete
block of size 60 cm x 60 cm x 75 cm including, excavation,
refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804
2
9450
18900
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Vol-III I no 8.6 A (ii) Page No 64 - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick
Aluminium composite material sheet depending on the size of
the sign fixed over the back support frame of min 25 x 25 x
3mm angle mounted on a mild steel circular pipe 65 NB, 3.2
mm thickness firmly fixed to the ground by means of properly
designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. 90 cm equilateral triangle
3
4985
14956.2
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Vol-III I No 8.6 A (iii) Page No 64 - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick
Aluminium composite material sheet depending on the size of
the sign fixed over the back support frame of min 25 x 25 x
3mm angle mounted on a mild steel circular pipe 65 NB, 3.2
mm thickness firmly fixed to the ground by means of properly
designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing.The sign shall be maintained as per section 12 of
IRC:67:2022. 75 cm equilateral triangle
2
4327
8654.1
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Vol-III I No 8.6 A (xv) Page No 65 - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class C Type XI retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 801.3, 3mm/4mm thick
Aluminium composite material sheet depending on the size of
the sign fixed over the back support frame of min 25 x 25 x
3mm angle mounted on a mild steel circular pipe 65 NB, 3.2
mm thickness firmly fixed to the ground by means of properly
designed foundation with M25 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing. The sign shall be maintained as per section 12 of
IRC:67:2022. 90 cm high octagon
2
6956
13912.5
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Vol-III I No 8.25 (ii) Page No 69 - Providing and erecting a "Thrie" metal beam crash barrier
system comprising of 3 mm thick corrugated sheet metal
beam rail, 85 cm above road/ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to
centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5
mm, 546 mm long complete as per clause 810
45
4642
208892.25
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Vol-III I No 16.15 (c) Page No 146 - Providing and laying reinforced cement concrete pipe NP3
for culverts on first class bedding of granular material in
single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling,
concrete and masonry works in head walls and parapets
Clause 1101.6. 750 mm dia
100
3501
350175
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Vol-I Addendum-VI Surveying Sl No 25 Page No 127 - Preparation of detailed Plans and Estimates of road
including typing in 5 copies, ammonia prints, with colouring
of plans, proper filing, indexing and paging etc. complete and
all types of compliance, if required from Department.
4.7
16170
75999
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Vol-I Addendum-VI Surveying Sl No 41 Page No 129 - Carrying of detailed topographic survey by using total
station along the existing or new road including taking
L-section and cross section at every 30 meter ROW, taking
at least 10 spot levels per cross section, picking up all
existing details inside the Row like electric telephone line,
encroachments, structures etc. connecting all the primary
total station control points by G.I.S.Bench marks level or
whichever available with department using auto level and
preparing Auto CAD plan by using above data taking out 1
set of black and white printout on 50 micron polyster film
sheet A2 size and 2 sets of coloured printout on A2
size submitting soft copy all data on CD. (Plain Terrain New
Alignment)
4.7
47250
222075
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