Public Works Department Tender
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.
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Opening Date22 Oct 2024
Closing Soon23 Nov 2024
Tender Amount₹ 4,03,44,918.9
Costs
EMD
₹ 6,06,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Summary
Improvements To Road Tilagul Cross To Kalakeri-aski Road At Km 4.00 To 11.48 (proposed Km 8.53 To 11.48) In Talikote Taluka Of Vijayapur District H/a 5054-04-337-0-1-154 2023-24
Description
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Contact
Tender Id
PWD/2024-25/RD/WORK_INDENT12017Tender No
PWD/2024-25/RD/WORK_INDENT12017Tender Authority
Public Works Department ViewPurchaser Address
-
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Documents
BOQ Items
vol1 Page 8 item:1.12 - 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.
1488.52
99
148479.87
Vol 3 Page:17 Item: 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
6875.65
517
3559180.2225
Vol 3 Page:18 Item:3.11 - Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310.
23582.25
4
99045.45
Vol 3 Page :23 Item :4.1.a(v) - 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 (v) For Grading -V Material
4554.87
2611
11894359.7745
Vol 3 Page:26 Item: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 roller to achieve the desired density.
4056.25
2686
10898940.9375
Vol 3 Page: 31 Item:5.1A - 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 per m2 using mechanical means.
16225
43
698486.25
Vol 3 Page:31 Item: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
16225
14
238507.5
Vol 3 Page:33 Item:5.8(ii)c - 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
811.25
8044
6525735.5625
Vol 3 Page:43 Item:5.31 - 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.
405.62
10659
4323746.952
Vol 3 Page: 67 Item: 8.16(ii) - 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)
3
3073
9220.05
Vol 3 Page: 67 Item : 8.16(iii) - 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) 200 m stone (precast)
12
884
10609.2
Vol 3Page:65 Item:8.7 - Providing and erecting direction and place identification
retro-reflectorised sign as per IRC:67:2012 made of high
intensity grade sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick or Aluminium composite
material sheet with overall thickness of 4mm with area not
exceeding 0.9 m 2 fixed over back support frame of min 35
x 35 x 3mm angle mounted on a mild steel circular pipe 65
NB, firmly fixed to the ground by means of properly designed
foundation with M25 grade cement concrete 45 x 45 x 60
cm, 60 cm below ground level as per approved drawing
1.8
9460
17028.9
Vol 3 Pge:64 Itm:8.5(iv) - Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC:67:2012 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:67:2012. 60 cm equilateral triangle
4
3754
15019.2
Vol 3 Pge:67 Item:8.15 - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be
level, uniform and free from streaks and holes
590
556
328335
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