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 Of Ugginakeri Nandikatta Vadagatta Major District Road Km 0.00 To 2.40 In Mundgod Taluk Uttara Kannada District in Uttara Kannada, Karnataka, with an estimated contract value of Rs. 1,00,39,756. The bid opening date for this tender is 31-01-2025 and the last date for bid submission is 11-02-2025. 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 Date31 Jan 2025
Closing DateCancelled
Tender Amount₹ 1,00,39,756.29 
Notes
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Description

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  • Tender Id

    PWD/2024-25/RD/WORK_INDENT17518
  • Tender No

    PWD/2024-25/RD/WORK_INDENT17518
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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8.7 - Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

2.02

9010

18200.2

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8.54 - 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. Ref to MoRT&H : IRC - MoRTH 804 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

1

9000

9000

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5.31 - Semi Dense Bituminous Concrete - 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. Ref to MoRT&H : IRC - IRC-37:2018 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

172.5

10152

1751220

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3.6 - Construction of Subgrade and Earthen Shoulders - 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. Ref to MoRT&H : IRC - 305 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

1052

493

518636

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4.17 - Wet Mix Macadam (Plant Mix Method) - 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 rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

1725

2559

4414275

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5.8.ii.C - Bituminous Macadam Grading - II for traffic <20 MSA - 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. Ref to MoRT&H : IRC - 504 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

345

7661

2643045

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3.4.ii - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MoRT&H : IRC - 305.4.3 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

6900

5

34500

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5.1.A.i - Prime Coat over WMM/WBM - 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. Ref to MoRT&H : IRC - 502 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

6900

41

282900

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16.8.b - Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional 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. Ref to MoRT&H : IRC - 307 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

600

25

15000

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8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 ---- INCLUDING COST OF ALL MATERIALS, WITH ALL LEAD AND LIFT, TRANSPORTING TO SITE, LOADING AND UNLOADING, LABOUR CHARGES, HOM, ETC COMPLETE AS PER SPECIFICATIONS AND AS PER DIRECTIONS OF ENGINEER-IN-CHARGE OF WORK.

60

530

31800



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