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

Works
Civil And Construction
Bridge Construction
Opening Date25 Mar 2025
Closing Date2 Apr 2025
Tender Amount₹ 6,66,50,825.63 
Notes
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Contact

  • Tender Id

    PWD/2024-25/BR/WORK_INDENT18885
  • Tender No

    PWD/2024-25/BR/WORK_INDENT18885
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert

251.7

1344

338496.228

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Vol No.1, Page No:15, Item No:2.2.3 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

411.6

7318

3012121.728

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Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert

411.6

1330

547658.496

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Vol No.1, Page No:17, Item No:2.5.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

430.1

7903

3399368.467

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Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert

430.1

1437

618066.603

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Vol No.1, Page No:17, Item No:2.5.2 - Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

172

7903

1359431.24

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Vol No.1, Page No:115, Item No:Appendix-I - Additionalities for Form Work and Centring, & Scaffolding charges for Box Culvert

172

1437

247169.16

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Vol No.1, Page No:18, Item No:2.11 C - 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

70.68

90754

6414538.662

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Vol No.1, Page No:18, Item No:2.11 D - 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. Super structure of Bridges

12.9

90990

1173782.61

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Vol No.3, Page No:121, Item No:13.8 - PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification MORTH Specification No. 2700

10.5

7151

75091.275

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Vol No.3, Page No:122, Item No:13.9 - Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). MORTH Specification No. 1500,1600 1700 & 2704.

21

12426

260961.75

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Vol No.3, Page No:121, Item No:13.2 - Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) MORTH Specification No. 2702

31.05

14669

455489.5275

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Vol No.3, Page No:117, Item No:12.3A - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular materialc Reference to MORTH Specification No. 710.1.4 of IRC:78 & 2200

496.96

1226

609471.744

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Vol No.3, Page No:117, Item No:12.4 - Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Reference to MORTH Spection 710.1.4 of IRC:78 and 2200

329.04

2810

924882.084

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Vol No.3, Page No:117, Item No:12.2 - 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 MORTH Specification No. 2706 and 2200

99.6

250

24994.62

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Vol No.3, Page No:121, Item No:13.5 - Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. MORTH Specification No.2703,1500,1600and 1700.

82.8

2377

196832.16

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Vol No.3, Page No:129, Item No:14.1 - Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. A. Boulder Laid Dry Without Wire Crates. MORTH Specification No. 2503

124.2

2007

249343.92

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Vol No.3, Page No:129, Item No:14.3 - Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/m3 as per IRC: 21-2000. MORTH Specification No.2503.

86.94

6686

581315.616

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Vol No.3, Page No:123, Item No:13.15 (iii) - Filler Joint (iii) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. MORTH Specification No. 2605

20

242

4851

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Vol No.3, Page No:103, Item No:13.7 - Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specificationMORTH Specification No. 2705

18

3434

61821.9

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2023-2024 Vol No.1, Page No:11, Item No:1.23 - Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications.

222.22

2816

625793.742

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2023-2024 Vol No.3, Page No:129, Item No:14.4A - Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

60

2007

120456

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2023-2024 Vol No.3, Page No:129, Item No:14.5 - Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

30

3187

95634



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