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
Road Construction
Opening Date14 Feb 2025
Closing Date25 Feb 2025
Tender Amount₹ 2,41,92,754.97 
Notes
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Description

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Contact

  • Tender Id

    PWD/2024-25/RD/WORK_INDENT18010
  • Tender No

    PWD/2024-25/RD/WORK_INDENT18010
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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PWD 2023-24 VOL-3 I.No. 3.6 P.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 SL NO. 3.6 MoRT&H 305

4659.11

517

2411788.2915

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PWD 2023-24 VOL-3 I.No. 4.2(v) P.No. 23 - Construction of Granular Sub-Base of For Grading -V Material 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 SL NO. 4.2 MoRT&H 401

2136.52

2476

5292053.214

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PWD 2023-24 VOL-3 P.No.26 - Wet Mix Macadam 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. SL NO. 4.2 MoRT&H 401

2563.48

2686

6887942.586

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PWD 2023-24 VOL-3 I.No.5.1A(i) P.No.31 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared Prime Coat over WMM/WBM surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. SL NO. 5.1 MoRT&H 502

11393.25

43

490479.4125

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PWD 2023-24 VOL-3 I.No.5.3 P.No. 31 - Providing and applying tack coat (Tack coat on Bituminous surface )with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom SL NO. 5.3 MoRT&H 503

11393.25

12

143554.95

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PWD 2023-24 VOL-3 I.No.5.B C P.No. 31 - 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 @ 3.3% 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 compactio"

569.66

7746

4413099.054

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PWD VOL-3 I.No.5.31 P.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.

284.83

10659

3036173.868

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PWD PWD 2023-24 VOL-3 I. NO.8.15 P.No. 67 - Road marking with hot applied Thermoplastic Compoundwith Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes.

414.3

556

230557.95

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Page No. 74 SI No. 8.43 of 2023-24 CSR Volume 3 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer

690.5

383

264634.125

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PWD 2023-24 VOL-3 I.No. 8.18 P.No. 67 - Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting SL NO. 8.18 MoRT&H 807

55

785

43197

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PWD VOL-3 P.No.18 I.No. 2.8 ii (b) - Dismantling of existing structures like culverts, bridges, retainingwalls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherevernecessary, sorting the dismantled material, disposal of unserviceablematerial and stacking the serviceable material with all lifts and lead By Mechanical Means Prestressed / RCC grade M-20

6.19

1163

7201.446

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PWD PWD 2023-24 VOL-1 I. NO.1.14.1 P.No. 8 - Earth work excavation for Foundation by mechanical means for all works &depth upto 3 m, as per drawing and technical specifications, including settingout, shoring, strutting, barricading, caution lights, including dressing ofexcavated 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 1.5m including cost of labour, tools, usage of machinery & other appurtenacesrequired to complete the work1.14.1 In all kinds of soils Depth upto 3 m

6.3

107

674.73

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PWD PWD 2023-24 VOL-1 I. NO.2.1.1 P.No. 15 - Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications.2.1.1 Mix 1:5:10 Using 40 mm nominal size graded crushed coarse aggregate

0.81

5604

4539.969

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PWD PWD 2023-24 VOL-1 I. NO.2.4.2 P.No. 16 - Providing and laying in position 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 perrelevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to therequirementsof relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required tocomplete the work as per technical specifications.2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates"

12.46

6639

82723.809

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PWD 2023-24 Volume 1 addendum-I S.No.8 P.No.111 - Centring and Shuttering for Culverts (Head walls) 8 PERCENT

12.46

531

6617.8798

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PWD PWD 2023-24 VOL-1 I. NO.2.11 (h) P.No. 18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery,labour, cleaning,straightening,cutting,bending,hooking,laping/welding joints, tying with binding wire/softannealed steel wire and other ancilary operationscomplete as per drawing andtechnical specification.

0.72

82961

59732.316

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Page No. 78 Item No. 8.54.0 of 2023-24 CSR Volu - 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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PWD DATA RATE BALLARY CIRCLE 2023-24DATE:20-01-202 - MAINTANENCE Road Main tenance for 3Rd year for road with BM+SDBC as wearing coat . Maintenance of Road for 3rd year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side ains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.

2.07

31210

64604.7

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PWD DATA RATE BALLARY CIRCLE2023-24 DATE:20-01-20 - Road Main tenance for 4Th year for road with BM+SDBC as wearing coat . Maintenance of Road for 4th year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side ains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.

2.07

54730

113291.1

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PWD DATA RATE BALLARY CIRCLE 2023-24 DATE:20-01-20 - Road Main tenance for 5th year for road with BM+SDBC as wearing coat . Maintenance of Road for 5th year by Claering and Uprooting Vegetation oneither sides of the road, Mainenance of surface drains by clearing, cleaning, reshaping, deepening of side rains,Stripping excess soil from the shoulder surface and making up loss of material/ irregularities on shoulder wherever necessary, Maintenance & painting of 200 mtr and KM stones, White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CD's including Vent Clearance.

2.07

69070

142974.9

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PWD 2023-24 VOL-3 8.16(ii) P.No. 67 - Kilometre Stone Ordinary kilometer stone (precast) Reinforced cement concrete M15grade kilometre stonenof standard design as per IRC:8-1980, fixing in position including painting and printing etc SL NO. 8.16 MoRT&H 805((ii)

3

3073

9220.05



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