Public Works Department Tender
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Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 2,73,000Document Cost
Refer DocumentsTender Fee
₹ 4,550
Summary
Improvements Of Cc Road And Drain Of Harohalli, Maralawadi, Hunasanahali,alanatha,kodihalli, Sathanuru, Kabbalu, Channapattana Via Bevuru To Joining Sh-33 Road Near Kodihalli Cross Road To Join Channasandra Road At Ch 0.00km To 1.60km In Kanakapura Taluk Ramanagara Dist
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT15236/CALL-2Tender No
PWD/2024-25/RD/WORK_INDENT15236/CALL-2Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) (Vol-1 P. no -7 / I.No.1.7)
45
123
5569.2
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1.8 - 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. (Vol-1 P. no -7 / I.No.1.8)
435
492
214437.6
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3.6 - 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 (Vol 3 P-17 / I.No.3.6)
735
512
376849.2
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4.1 (v) - 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 ( I.No. 4.1 (v) Page No.23)
853.5
2586
2207560.68
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6.1 - Dry Lean Cement Concrete Sub-base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with
8-10 t vibratory roller, finishing and curing( I.No. 6.1 (Vol-3) Page No.49)
640.5
5116
3277310.4
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6.6 - Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreadingthe concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Vol 3 I.No.6.6 Page No 51)
1645
7044
11588959.2
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2.1.3 - Providing and laying in position Plain 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 (Vol 1 I.No.2.1.3 Page No 15)
6.75
6228
42042.78
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2.3.2 - Providing and laying in Cement Concrete for all Basement & surface level
works, return walls, retaining walls, sunken floors etc. The granite/trap/
basalt crushed graded coarse aggregates and fine aggregates as per relevant
IS Codes machine mixed with super plasticisers, laid in layers, well compacted
using needle vibrators, providing weep holes wherever necessary, including all
lead & lifts, cost of all materials of quality, labour, Usage charges of machinery,
curing and all other appurtenances required to complete the work as per
technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol 1 I.No.2.3.2 Page No 16)
29.7
6739
200154.24
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Addendum I - Addendum I - Percentage Additionalities for Formwork, Centering & Scaffolding for Box Culvert Consider 20perc(Vol 1 Sl.NO 6 (Bridges) Page No 112)
29.7
1347
40030.848
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2.11 h - 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 (Vol 1 I.NO 2.11 h Page No 18)
2.08
82171
170916.5952
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