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.
Costs
EMD
₹ 3,77,520Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
PWD/2024-25/BR/WORK_INDENT16083Bid Award Id
ViewTender No
PWD/2024-25/BR/WORK_INDENT16083Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Others - Short Term Tender Permission Letter
BOQ Items
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Vol-III I No. 16.15 (b) 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. 1000mm dia
22.5
8355
188007.75
... More
Vol-I I No. 1.14.1 Page No 8 - Earth work excavation for Foundation by mechanical means for all works &
depth upto 3 m, as per drawing and technical specifications, including setting
out, shoring, strutting, barricading, caution lights, including dressing of
excavated surfaces, disposing off or levelling the excavated earth or sorting
& stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5
m including cost of labour, tools, usage of machinery & other appurtenaces
required to complete the work In all kinds of soils Depth upto 3 m
1220.4
107
130704.84
... More
Vol-I I No. 1.3 Page No 5 - Earth work in surface excavation by manual means for lowering & levelling
the ground by chiselling and wedging in Hard rock for all works other than
foundation & depth not exceeding 100 mm as per drawing and technical
specifications, including setting out, barricading, caution lights, dressing of
excavated surfaces, disposing off the excavated spalls/stuff & stacking the
selected spall/ stuff for reuse in a radius of 50 m and lift upto 1.5 m including
cost of labour, tools, usage & other appurtenances required to complete the
work.
498.07
185
92566.3095
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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
64.5
6601
425787.075
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Vol-I I No. 2.2.3 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
870.98
6652
5794455.744
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Vol-I S R Sl No. 10 Page No 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Piers & Abutments add 10%
870.98
665
579445.5744
... More
Vol-I I No. 2.5.2 Page No. 16 - Providing and laying in position Cement Concrete for all Super structures of
building , Road works, Water works, Irrigation works & super structure works
of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse
aggregates and fine aggregates as per relevant IS Codes machine mixed with
super plasticisers laid in layers, well compacted using needle vibrators. The
cost includes all lead & lifts, cost of all materials, quality confirming to the
requirements of relevant IS codes , labour, Usage charges of machinery, curing
and all other appurtenances required to complete the work as per technical
specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
1178.78
7185
8469711.117
... More
Vol-I S R Sl No. 10 Page No. 111 - Addendum I-Percentage Additionalities for Formwork,
Centering & Scaffolding for Piers & Abutments add 10%
1178.78
718
846965.2178
... More
Vol-I I No. 2.11 (c) page No. 18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement
including cost of all materials, machinery, labour, cleaning, straightening,
cutting, bending, hooking, laping/welding joints, tying with binding wire / soft
annealed steel wire and other ancilary operations complete as per drawing and
technical specification Sub structure of Bridges
70.71
90754
6417261.3015
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Vol-III I No. 13.2 A Page No. 121 - Providing and laying Cement concrete wearing coat M-30 grade
including reinforcement complete as per drawing and Technical
Specifications. (Batching Plant)
28.69
14669
420869.3895
... More
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
768.58
517
397855.437
... More
Vol-III I No. 4.2 (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
56
2476
138709.2
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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.
39.38
2686
105812.091
... More
Vol-III I No. 13.7 Page No. 121 - Drainage Spouts using 100 mm GI pipe complete as per drawing
and Technical specification
30
3434
103036.5
... More
Vol-III I No. 12.2 Page No 117 - Providing weep holes in Brick masonry/Plain/ Reinforced
concrete abutment, wing wall/ return wall with PVC Pipe
110mm outer dia at 2 kg per m2, extending through the full
width of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical Specifications
12
250
3011.4
... More
Vol-III I No. 8.18 Page No 67 - Reinforced cement concrete M15 grade boundary pillars of
standard design as per IRC:25, fixed in position including
finishing and lettering but excluding painting
124
785
97389.6
... More
Vol-III I No. 16.28 Page No 149 - Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared
sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates
conforming to IS:383:2016:, maximum size of coarse
aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh
batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron
thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with
shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including
construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per
drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance
of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work.
52.5
7091
372314.25
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