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 To Road From Hawnoor Village To Garoor (b) Village In Afzalpur Taluk, Kalaburgi District Under Kkrdb Micro For The Year 2024-25. in Kalaburagi, Karnataka, with an estimated contract value of Rs. 1,73,74,057. The bid opening date for this tender is 21-11-2024 and the last date for bid submission is 27-12-2024. 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 Date21 Nov 2024
Closing DateCancelled
Tender Amount₹ 1,73,74,057.4
Costs
EMD
₹ 2,61,000Document Cost
Refer DocumentsTender Fee
₹ 4,350
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT16281Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT16281Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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DSR It. No. 8.16 (ii) Vol-3 Pg. No. 67 - 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)
2
3073
6146.7
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DSR It. No. 5.8 (ii) (C) Vol-3 Pg. No. 33 - 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
337.49
7991
2697068.2095
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DSR It. No. 3.50 Vol-3 Pg. No. 17 - Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
6750
6
42525
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DSR It. No. 5.31 Vol-3 Pg. No. 43 - 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.
168.75
10659
1798807.5
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DSR It. No. 4.1 (A) (v) Vol-3 Pg. No. 23 - 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
1935
2611
5052962.25
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DSR It. No. 3.7 Vol-3 Pg. No. 17 - Compacting Original Ground Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
2520
110
277830
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DSR It. No. 8.16 (iii) Vol-3 Pg. No. 67 - 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)
8
884
7072.8
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DSR It. No. 2.5 (ii) A Vol-3 Pg. No. 9 - Clearing and Grubbing Road Land 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 uctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness By Mechanical Means using Dozer In area of light jungle
43.2
412
17826.48
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DSR It. No. 4.17 Vol-3 Pg. No. 26 - 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 roller to achieve the desired density.
1012.51
2686
2720563.7445
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DSR It. No. 5.1 (A) (i) Vol-3 Pg. No.31 - 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 0.90 kg per m2 using mechanical means.
6750
43
290587.5
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DSR It. No. 5.3 Vol-3 Pg. No. 31 - 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 the prepared bituminous surface cleaned with mechanical broom
6750
12
85050
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