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 Construction Of Cc Road And Drain From Adiyappa Temple To Govt. School At Beldal Village, And Kherda, Chintaki And Yengunda Vollages In Aurad Taluka Bdr241123419 in Bidar, Karnataka, with an estimated contract value of Rs. 92,11,412. The bid opening date for this tender is 20-02-2025 and the last date for bid submission is 03-03-2025. 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
₹ 1,84,229Document Cost
Refer DocumentsTender Fee
₹ 2,310
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT18749Bid Award Id
ViewTender No
PWD/2024-25/RD/WORK_INDENT18749Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
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2.11.h - Steel Fabrication
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures
1.53
82961
126931.1715
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MR1 - KKRDB Logo Board
4
6000
24000
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1.14.1 - Mechanical Means -
Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m
76.72
107
8216.712
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16.15.b - PIPE CULVERTS - Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6. - 1000mm dia. Ref to MoRT&H : IRC - 1101.6
7.5
8355
62669.25
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2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates
12.71
6288
79926.1995
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1.8 - Manual Means -
Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.
587.79
497
292543.083
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8.58.b - Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications. - 450 mm dia
40
1415
56616
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3.7 - 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. Ref to MoRT&H : IRC - 305.3.4
881.73
110
97210.7325
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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
587.79
2476
1455926.4405
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Bidar, Karnataka