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 Soon10 Mar 2025
Tender Amount₹ 83,78,310.24
Costs
EMD
₹ 1,68,000Document Cost
Refer DocumentsTender Fee
₹ 2,100
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18925Tender No
PWD/2024-25/RD/WORK_INDENT18925Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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2023-24 SR Vol-1 It No. 1.12 Page No. 8 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.
639.9
99
63830.025
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2023-24 SR Vol-3 It No. 3.7 Page No. 17 - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction
444.38
110
48992.895
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2023-24 SR Vol-3 It 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
3134.33
517
1622485.9245
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2023-24 SR Vol-3 It No. 4.1 A (v) Page No. 23 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material
740.62
2611
1934018.037
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2023-24 SR Vol-3 It 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.
666.56
2686
1791013.392
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2023-24 SR Vol-3 It 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
2962.5
43
127535.625
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2023-24 SR Vol-3 It 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
148.12
8044
1191484.686
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2023-24 SR Vol-3 It 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
2962.5
12
37327.5
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2023-24 SR Vol-1 It 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.
74.06
10659
789449.976
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2023-24 SR Vol-3 It 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)
2
3073
6146.7
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2023-24 SR Vol-3 It 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)
5
884
4420.5
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2023-24 SR Vol-3 It 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.
156
556
86814
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2023-24 SR Vol-3 It No. 8.7 Page No. 65 - Providing and erecting direction and place identification retro reflectorised 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 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.
75
7091
531877.5
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Vol-III I No 8.5(i) 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. 120 cm equilateral triangle
6
6546
39280.5
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Vol-III I No 8.48 Page No 76 - Supply and installation of retro- reflective Chevron signboards
of 600x450mm made out of cube corner micro prismatic grade
sheeting confirming to Type XI standards of IRC:67:2022 & ASTM
D 4956-09 specification & fixed over 3 mm thick Aluminium
Composite Panel sheet having minimum 0.30 mm thick aluminum
skin on both sides & fixed over back support frame of 25x25x
3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm
Mild steel with clear height of not less than 2.1 m from the ground
level to the bottom of the Sign board & 60 cm below ground level.
The sign post should be painted with one coat of red oxide paint
and two coats of synthetic enamel paint of black and white colour
with bands of 30 cm height, firmly fixed to the ground by means of
foundation with M 20 grade cement, concrete foundation size of 45
cm x 45 cm x 60 cm including cost & conveyance of all materials,
equipment,machinery & Labour with all leads and lifts for satisfactory
completion of the work as directed by Engineer incharge.
6
3765
22591.8
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