Karnataka Industrial Areas Development Board 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.
Karnataka Industrial Areas Development Board - KIADB Tender
Opening Date4 Jan 2021
Closing Date18 Jan 2021
Tender Amount₹ 6,31,28,831
Costs
EMD
NADocument Cost
NATender Fee
NA
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-41(2)/10002/2020-21Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-41(2)/10002/2020-21Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete as per specifications. MORTH Specification No. 301 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
476.75
-
183162.58
KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete as per specifications. MORTH / chapter 3 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
20468
-
126492.24
KSRRB 300-48. Scarifying kankar / gravel / metal crust by mecahnical means upto 150mm thick disposal of stuff including cost of all labour charges, HOM complete as per specifications. MORTH / Chapter 3 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
20140
-
497860.8
KSRRB M300-55. Construction of sub-grade and earthen shoulders with approved material Gravel/Murrum with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 complete as per specifications,including cost of earth, watering charges & compaction by vibratory roller to 97% of proctors density) MORTH Specification No. 305 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3487
-
1249880.28
Construction of granular sub-base Grading-V as Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing in a mechanical mix plant at OMC,carriage of mixed material to worksite , spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, complete as per specifications. Clause 401 of MORTH V Revision with all lead and lift etc, as per specification and as directed by the Engineer in charge.
4316
-
8384175.28
KSRRB M400-17, Providing, laying, spreading and compacting graded stones aggregate of granite/trap/basalt to wet mix macadam specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications. MORTH Specification No. 406 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
3641
-
7080434.24
KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete as per specifications.MORTH Specification No. 502 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
13776
-
368921.28
KSRRB 500-9. :- Providing and applying tack coat using 80/100 grade bitumen(VG10) on granular base such as WBM surfaces hot bitumen primed at 4kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of Road surface) including cost of all materials, Labour, HOM , complete as per specifications.clause 503 of MORTH V revison with all lead and lift etc, as per specification and as directed by the Engineer in charge.
13776
-
269596.32
KSRRB M500-17. Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with VG30 grade bituminous binder and, transporting the hot mix to work site, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 505 of MORTH V revision 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1034
-
5772408.4
KSRRB M500-19. Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects complete as per specifications. Clause 507 of MORTH V revision using 120 TPH capacity Asphalt batch mix plant with sensor paver Gr-II (30 mm to 40 mm) with 5.4% VG-30 Bitumen with all lead and lift etc, as per specification and as directed by the Engineer in charge.
552
-
3489252.72
KSRRB M800-13. Road Marking with Hot Applied Thermoplastic compound with Reflectrising Glass Beads on bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specifications No. 803 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
640.3
-
282929.36
Construction of R.C.C Side Drain:- KSRRB M300-14. Excavation for roadwork in all types of soil by mechanical means including cutting and loading to tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation with a lead of 1. 00 km and complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1911
-
80701.53
KSRRB M300-15. Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting with a lead of 1.00 km and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
2184
-
125973.12
KSRRB M300-16.1. Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing with all lead and lifts trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1365
-
524419.35
KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
656
-
3602187.84
KSRRB M2200-5.12. Providing and laying Design mix M25 with OPC @ 340kgs, with 20mm and down size graded granite metal coarse aggregates @0.7cum and fine aggregates @ 0.47cum, with superplastisiser @31ts confirming to 189103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - i) Upto 5m height complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1872
-
11015971.2
KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 550 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
93.6
-
6360999.84
KSRRB M2200-8 :Providing Weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20H towards drawing foce. Complete as per drawing and Technical specifications complete as per specifications. MORTH Specification No.2706 & 2200 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1248
-
188959.68
KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
687
-
142229.61
PROVIDING, LAYING AND JOINTING OF HDPE WATER SUPPLY PIPE LINES ALONG WITH CONTROL SLUICE VALVES AND INCLUDING CONSTRUCTION OF VALVE CHAMBERS : KSRB 2-2.1 : Earthwork excavation by manual means for foundation of buildings,culverts, water supply and sanitary lines and electrical conduits etc,either in pits or in trenches 1.5m and above in width, in Ordinary soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. including breaking of clods complete as per Specifications. No.KBS.2.1(a)/2.3.5 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1208.8
-
372274.14
KSRB 2-2.2 : Earthwork excavation by manual means for foundation of buildings,culverts, water supply and sanitary lines and electrical conduits etc,either in pits or in trenches 1.5m and above in width, in Hard soil not exceeding 1.5m in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50m. including breaking of clods complete as per Specifications. No.KBS.2.1(b)/2.3.5 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
1057.7
-
489154.52
KSRB 2-2-3 :Excavation by manual means for foundation of buildings, water supply & sanitary lines and electrical conduits either in pits or in trenches 1.50m and above in width, in soft rock not exceeding 1.5m in depth , stacking the excavated stuff from edges of excavation with lead upto 50m including cost of explosives, labour, HOM of equipment complete as per specifications.specification No. KBS.2.1C/2.9.4/2.18/2.19 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
755.5
-
533821.19
Providing Murrum/gravel bedding for the pipeline trenches including watering and consolidation by punners etc.,complete with all lead and lifts. (In Black cotton soil and rock reaches) with all lead and lift etc, as per specification and as directed by the Engineer in charge.
822
-
219284.94
Supplying HDPE pipes confirming to IS 4984:2016 with latest amendments and conveying to work site including loading and unloading at both destination and rolling, lowering into trenches, laying true to line and jointing of pipes and specials by electrofusion welding as per standard procedure and guidelines including encasing the pipe around to a depth of not less than 15cm with soft gravel or selected earth available from the excavation etc., complete giving hydraulic test as per relevant ISS with all lead and lift including testing and commissioning. The rate is exclusive of required specials and fittings etc., complete (contractor will make his own arrangement for procuring water for testing) upto 110mm dia pipe coils shall be used HDPE grade PE80 rates confirming to IS 4984-1995 PN 8.0 - 110 mm dia with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2740
-
1087807.4
KSRB 2.3 : Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50m & lift upto 1.5m including cost of all labour complete as per specifications. Specification No KBS 2.9 with all lead and lift etc, as per specification and as directed by the Engineer in charge.
2167
-
448634.01
Supply and delivery of resilient seated soft sealing 100mm dia Sluice Valves with body, bonnet of Ductile iron of grade GGG50, wedge fully rubber lined with EPDM and seals of NBR and the valves should be vacum tight and 100% leak proof with face dimensions as per BS 5163-89/ IS 14846-2000 / DIN 3202 F4/F5. The stem sealing should be with Toroidal sealing rings (minimum 2 'O' rings). All the valves should be with electrostatic powder coating both inside and outside with pocket less body passage. The valves shall be supplied with suitable size galvanized bolts and nuts of required numbers as per relevant IS etc with all lead and lift etc, as per specification and as directed by the Engineer in charge.
10
-
108460.1
KSRRB M2100-13. Providing and laying Plain / Reinforced Cement Concrete of mix 1:2:4 with OPC@ 240kgs, with 40mm and down size graded granite metal coarse aggregates @0.84cum and fine aggregates @ 0.56cum in Open Foundation including cost of all materials, labour, HOM curing, form works, scaffolding and centering complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1
-
5491.14
Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200 including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm with all lead and lift etc, as per specification and as directed by the Engineer in charge
3.54
-
26351.09
KSRRB M2200-6. Providing T. M.T. steel reinforcement for R.C.C. work including straightening, cutting, bending, hooking, placing in position, lapping and/or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per disign (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM complete as per specification. MORTH Specification No.1600 & 2200 TMT Bars Fe 550 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
0.21
-
14271.47
KSRB 2.3: Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 ems. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
5
-
1035.15
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