Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Improvements To Sh-180 Highway Connecting From Hayyal (karnataka/telangana Border) To Kadechur Km 24.36 To 25.01 In Sedam Taluka Kalaburagi District Under 5054 Appendix-e For The Year 2024-25 in Kalaburagi, Karnataka, with an estimated contract value of Rs. 84,25,568. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Opening Date28 May 2025
Closing Date5 Jun 2025
Tender Amount₹ 84,25,568.91
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 2,110
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT20702/CALL-3Tender No
PWD/2024-25/RD/WORK_INDENT20702/CALL-3Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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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
1
9450
9450
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2023-24 SR Vol-3 It 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
897
2476
2221824.15
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2023-24 SR Vol-3 It No. 2.5 (ii) a Page No. 9 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle
26
412
10728.9
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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.
804.38
2686
2161328.841
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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
3575
43
153903.75
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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
178.75
8044
1437873.9375
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2023-24 SR Vol-3 It No. 16.8 (b) Page No. 144 - Construction of unlined surface drains of average crosssectional
area 0.40 m2 in soil to specified lines, grades,
levels and dimensions. Excavated material to be used in
embankment with a lift upto 3m and lead of 50 m (average
lead 25 m) as per Technical Specification Clause 307. Mechanical Means
1300
26
34125
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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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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.
3
3765
11295.9
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Vol-III I No 3.5 Page no 17 - Scarifying the existing bituminous road surface to a depth of 50
mm and disposal of scarified material by Mechanical Means using
Hydraulic excavator with in all lifts and lead
2437.5
6
15356.25
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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
715
110
78828.75
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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
3575
12
45045
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