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 Date18 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 1,90,15,088.72
Costs
EMD
₹ 2,86,000Document Cost
Refer DocumentsTender Fee
₹ 4,760
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18325Tender No
PWD/2024-25/RD/WORK_INDENT18325Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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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
1932.15
517
1000177.4475
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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
1580.85
2476
3915686.4075
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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.
1756.5
2686
4719627.675
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Vol-III 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.
8782.5
43
378086.625
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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
8782.5
12
110659.5
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Vol-III I No 5.8 (ii) C Page No 33 - Providing and laying Bituminous Macadam with 40/60 TPH
capacity hot mix plant 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
439.12
8044
3532303.236
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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.
219.56
10659
2340421.776
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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)
3
3073
9220.05
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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)
10
884
8841
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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 8.5 A (iv) Page No 64 - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2022 made
of Class B Type IV retro reflective sheeting fixed over 2 mm
thick aluminium sheeting vide clause 803.1, 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. 60 cm equilateral triangle
3
3754
11264.4
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Vol-III I No 8.15 Page No 67 - Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/m2
area, thickness of 2.5 mm is exclusive of surface applied glass
beads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes.
468.4
556
260664.6
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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
2.34
16170
37837.8
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