Public Works Department Tender

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
Building Construction
Opening Date10 Jan 2025
Closing Date21 Jan 2025
Tender Amount₹ 4,19,73,419.23 
Notes
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Description

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Contact

  • Tender Id

    PWD/2024-25/BD/WORK_INDENT17462
  • Tender No

    PWD/2024-25/BD/WORK_INDENT17462
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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PWD SR 23-24 VOL-2 ITEM NO. 4.1 - Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications.

2588

123

320653.2

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PWD SR 23-24 VOL-1 ITEM NO. 2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates.

502.21

6288

3158122.4745

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PWD SR 23-24 VOL-1 ITEM NO. 2.2.3 - 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

925.12

6652

6154638.336

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SL No-1, Add-I Vol-1, Pg -111 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 1. a: Foundation upto plinth Isolated for Percentage on finished rate of concrete per m3 is 8% Shuttering, Centering & Scaffolding for Footings

925.11

532

492362.0442

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PWD SR 23-24 VOL-1 ITEM NO. 2.4.3 - Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

311.01

6652

2069087.328

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SL No-9, Add-I Vol-1, Pg -111 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Shuttering, Centering & Scaffolding for Columns 0

50.77

4656

236433.8592

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SL No-9, Add-I Vol-1, Pg -111 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Shuttering, Centering & Scaffolding for Columns

161.55

665

107475.984

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SL No-11, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 2. Plinth Beams of Buildings for Percentage on finished rate of concrete per m3 is 50% Shuttering, Centering & Scaffolding for Plinth Beam

98.66

3326

328182.624

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PWD SR 23-24 VOL-2 ITEM NO. 5.1.1 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).

41.15

5891

242437.2825

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PWD SR 23-24 VOL-1 ITEM NO. 1.11 - Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

544

454

247329.6

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PWD SR 23-24 VOL-1 ITEM NO. 1.8 - 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. If the height of embankment construction is more than 1.50 m add 5 per m for every 1.50 m height or part there off Deduct 5 per m if rollers are not used and tamping is done manually Add 8 per m for works under foul sullage situation

3601.81

497

1792620.837

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PWD SR 23-24 VOL-1 ITEM NO. 2.5.1 - 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.

126.37

6961

879724.755

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SL No-11, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 11. Earth retaining structures for Percentage on finished rate of concrete per m3 is 10% Shuttering, Centering & Scaffolding for Earth Retaining Structures

49.26

696

34292.349

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SL No-14, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Shuttering, Centering & Scaffolding for Lintel Beam & Sill

47.42

4176

198068.598

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SL No-19, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 19.Chejjas, Canopy & Other Architectural projections of minor sections for Percentage on finished rate of concrete per m3 is 45% Shuttering, Centering & Scaffolding for Chejja

29.73

3132

93134.5764

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PWD SR 23-24 VOL-1 ITEM NO. 2.5.2 - 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.

648.18

7185

4657270.527

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SL No-9, Add-I Vol-1, Pg -111 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 9. RCC Columns / Shaft (Slip Centering) for Percentage on finished rate of concrete per m3 is 70% Shuttering, Centering & Scaffolding for Columns

81.55

5029

410164.6955

... More
SL No-14, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 14. RCC Beams, Lintels & Troughs of Aqueducts for Percentage on finished rate of concrete per m3 is 60% Shuttering, Centering & Scaffolding for Beams

167.79

4311

723357.7911

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SL No-15, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 15. RCC Roof Slabs for Percentage on finished rate of concrete per m3 is 50% Shuttering, Centering & Scaffolding for RCC Slab

378.09

3592

1358318.5722

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SL No-16, Add-I Vol-1, Pg -112 - Additional for formwork, Centering & Scaffolding As per PWD Common SOR Volumen-1, Addendum-I in Page No.-111, of Sl No 16. Staircase and other similar structures for Percentage on finished rate of concrete per m3 is 50% Shuttering, Centering & Scaffolding for StairCase

20.66

3592

74222.7028

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PWD SR 23-24 VOL-1 ITEM NO. 2.11.a - Steel Fabrication 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 a.Buildings

172.49

93929

16201959.8265

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PWD SR 23-24 VOL-3 ITEM NO. 6.8.2 - Precast Cement Concrete Interlocking Blocks : IRC SP 63: 2018 : Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)

911.91

1219

1111663.8855

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2023-24 CSR Vol.VI ITEM NO. 1.1.1 - Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.19/20 mm dia 2 mm thick"

200

72

14490

... More
2023-24 CSR Vol.VI ITEM NO. 1.1.2 - Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.25 mm dia 2 mm thick"

200

85

17010

... More
2023-24 CSR Vol.VI ITEM NO. 1.1.3 - Supplying heavy gauge PVC conduit pipe . dia . mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws.32 mm dia 2.5 mm thick"

200

111

22260

... More
2023-24 CSR Vol.VI ITEM NO. 1.2.1 - Supplying heavy gauge PVC conduit pipe . mm dia.mm thick confirming to IS 2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary19/20 mm dia 2 mm thick"

600

69

41580



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