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 Improvement To Road Work From Major District Road To Tippenahalli Joining To Byrandahalli Via Kyalanuru Kadagatturu (one Time Improvement) In Kolar Taluk Kolar District in Kolar, Karnataka, with an estimated contract value of Rs. 1,57,56,700. The bid opening date for this tender is 20-05-2025 and the last date for bid submission is 04-06-2025. 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

Works
Civil And Construction
Road Construction
Opening Date20 May 2025
Closing Date4 Jun 2025
Tender Amount₹ 1,57,56,700.76 
Notes
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Costs

Description

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Contact

  • Tender Id

    PWD/2025-26/RD/WORK_INDENT21698
  • Tender No

    PWD/2025-26/RD/WORK_INDENT21698
  • Tender Authority

    Public Works Department View
  • Purchaser Address

    -
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BOQ Items

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4.1.A.v - Granular Sub-Base - Plant Mix Method - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

340

2487

845580

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8.43 - Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats 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 manufacturers 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. Ref to MoRT&H : IRC - MoRTH 806 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

120

365

43800

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8.16.ii - Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

4

2927

11708

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5.6.i.C - Bituminous Macadam Grading - I 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 @ 3.3% 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 compaction. Ref to MoRT&H : IRC - 504 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

538.38

7462

4017391.56

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2.5.ii.a - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

51.3

393

20160.9

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8.5.iv - Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle. Ref to MoRT&H : IRC - 801 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

9

3576

32184

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8.16.iii - Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

20

842

16840

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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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

3920

25

98000

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5.4.ii - Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

10767.5

14

150745

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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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

2691.88

2559

6888520.92

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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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

269.19

10152

2732816.88

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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 ---- With all leads and lifts cost and conveyance of all materials, cost of labour, curing, hire charges of machinery equipment, transportation charges, loading and unloading charges and all other incidental charges complete as per standard technical detailed specification and directions of the Engineer in charge of the work.(Rates are exclusive of GST)

560

530

296800



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