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 Construction Of Sh Sulepeth-rummangud Cross Road (huvinbhavi-mogha-rummangud) In Chincholi Taluka Under Kkrdb Micro For The Year 2024-25 (klb248223197) in Kalaburagi, Karnataka, with an estimated contract value of Rs. 8,47,05,249. The bid opening date for this tender is 01-01-2025 and the last date for bid submission is 10-01-2025. 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

Opening Date1 Jan 2025
Closing Date10 Jan 2025
Tender Amount₹ 8,47,05,249.87 
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CSR 2023-2024 Item No. 1.8 vol 1 Pg.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.

8867.87

497

4413538.899

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CSR 2023-2024 Item No. 1.12 vol 1 Pg.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. In all kinds of soils upto 300 mm depth

7987.28

99

796731.18

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CSR 2023-2024 Item No. 5.8 (ii) B vol 3 Pg.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

1332.38

7955

10600215.423

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CSR 2023-2024 Item No. 8.16 (iii) vol 3 Pg.No. 67 - Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804

21

2122

44563.05

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CSR 2023-2024 Item No. 4.2 (v) vol 3 Pg.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

7219.05

2476

17881225.8975

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CSR 2023-2024 Item No. 1.7 (ii) vol 1 Pg.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)

3555.25

124

444228.4875

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CSR 2023-2024 Item No. 3.6 vol 3 Pg.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

10465.2

517

5417310.78

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CSR 2023-2024 Item No. 16.8 (B) vol 3 Pg.No. 144 - Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines, graded, levels and dimensions, excavated material to be used in embankment with a lift upto 3.0 m and lead of 50m (average lead 25m) as per Technical specification Clause 307 by Mechanical means

9658.92

26

253546.65

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CSR 2023-2024 Item No 5.1 A (i) vol 3 pg 31 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.

26647.5

43

1147174.875

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CSR 2023-2024 Item No. 5.32 vol 3 Pg.No. 43 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom

26647.5

12

335758.5

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CSR 2023-2024 Item No. 3.5 vol 3 Pg.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

7267.5

6

45785.25

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CSR 2023-2024 Item No. 4.17 vol 3 Pg.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

5995.69

2686

16110119.2455

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CSR 2023-2024 Item No. 8.16 (ii) vol 3 Pg.No. 67 - Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8-1980 fixing in position including painting and printing, etc as per drawing and Technical Specification including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH specification No 804

4

3073

12293.4

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CSR 2023-2024 Item No. 8.16 (i) vol 3 Pg.No. 67 - Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8-1980 fixing in position including painting and printing, etc as per drawing and Technical Specification including additional M-15 concrete pedestal of 0.2mt height above G.L. MORTH specification No 804

1

5335

5335.05

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CSR 2023-2024 Item No. 5.31 vol 3 Pg.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.

666.19

10659

7101318.924



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