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 Raithnagar Camp To Srinivas Camp In Sindhanur Taluk Raichur Dist Under Kkrdb Macro For The Year 2023-24 (rch2320143488) in Raichur, Karnataka, with an estimated contract value of Rs. 1,03,31,377. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 20-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 2,00,000Document Cost
Refer DocumentsTender Fee
₹ 2,590
Summary
Improvements To Road From Raithnagar Camp To Srinivas Camp In Sindhanur Taluk Raichur Dist Under Kkrdb Macro For The Year 2023-24 (rch2320143488)
Description
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Contact
Tender Id
PWD/2025-26/RD/WORK_INDENT21250Tender No
PWD/2025-26/RD/WORK_INDENT21250Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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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.
230.4
556
128217.6
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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
2332.8
517
1207573.92
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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)
2
3073
6146.7
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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
4320
43
185976
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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
1209.6
2476
2996118.72
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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
4320
12
54432
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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.
108
10659
1151236.8
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PWD 2023-24 VOL-3 I.No.5.6 C P.No. 32 - Providing and laying Bituminous Macadam with 40/60 TPHcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% byweight of mix, transported to site, laid over a previously preparedsurface with mechanical paver finisher to the required grade,level and alignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction
216
7835
1692381.6
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PWD 2023-24 VOL-3 I.NO 4.17 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
972
2686
2611715.4
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PWD 2023-24 VOL-3 2.5(ii)A P.No. 9 - 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 tacking of serviceable material tobe used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness
16.59
412
6845.8635
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PWD 2023-24 VOL-3 I.No. 3.7 P.No. 15 - Compacting Original Ground 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 densityas given in Table 300-2 for embankment construction. SL NO. 3.7 MoRT&H 305.3.4
1209.6
110
133358.4
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