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 Kusugal-surkod-hadli-shirol Sh-264 From Km 54.55 To 55.85 In Naragund Taluka Of Gadag Dist. in Gadag, Karnataka, with an estimated contract value of Rs. 65,77,235. The bid opening date for this tender is 23-01-2025 and the last date for bid submission is 04-02-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,32,000Document Cost
Refer DocumentsTender Fee
₹ 1,650
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT16126Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT16126Tender Authority
Public Works Department ViewPurchaser Address
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Documents
Others - format 1 to 10
BOQ Items
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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 ---- Work should be execucated as per direction of the Engineer In charge
160.6
8044
1291874.43
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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 ---- Work should be execucated as per direction of the Engineer In charge
803
2686
2157620.85
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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 ---- Work should be execucated as per direction of the Engineer In charge
3212
14
47216.4
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8.18 - Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 ---- Work should be execucated as per direction of the Engineer In charge
40
785
31416
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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 ---- Work should be execucated as per direction of the Engineer In charge
2190
5
11497.5
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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 ---- Work should be execucated as per direction of the Engineer In charge
3212
43
138276.6
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4.2.B.v - Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of 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 - For Grading -V Material. Ref to MoRT&H : IRC - 401 ---- Work should be execucated as per direction of the Engineer In charge
511
2476
1265721.45
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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 ---- Work should be execucated as per direction of the Engineer In charge
4
884
3536.4
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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 ---- Work should be execucated as per direction of the Engineer In charge
1011.78
517
523747.917
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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 ---- Work should be execucated as per direction of the Engineer In charge
2
3754
7509.6
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1.12 - Mechanical Means -
Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth ---- Work should be execucated as per direction of the Engineer In charge
852.64
99
85050.84
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