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 Date20 Dec 2021
Closing Date12 Jan 2022
Tender Amount₹ 26,54,25,198
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-28(1)/11933/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-28(1)/11933/2021-22Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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 per directed by the Engineer in Charge
1669.55
-
622742.15
Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment / subgrade, scarified to a depth of 150mm, 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 / subgrade including HOM construction, labour etc. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
43660.5
-
1004191.5
Construction of embankment with approved material Gravel / Murrum transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
11291.8
-
3669835
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 modified proctors density) Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
20472.75
-
7144989.75
Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/trap/basalt material, mixing by mix in place method by rotavator OMC, preading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98 % proctor density, Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
6901.86
-
12989300.52
Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
7508.45
-
14175953.6
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
28478
-
911296
Providing and applying tack coat using 80/100 grade bitumen(VG10) on granular base such as WBM surfaces hot bitumen primed at 4 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
28478
-
569560
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge using 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen
2141.52
-
17652549.36
Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set {excluding cleaning of road surface) including cost of all materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
28478
-
341736
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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge using 120 TPH capacity Asphalt batch mix plant with sensor paverGr-11 (30 mm to 40 mm) with 5.4% VG-30 Bitumen
1139.12
-
10957195.28
Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface/ Concrete 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 standards specified. The finished surface to be level, uniform and free from streaks and holes Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1334.88
-
572663.52
Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M-20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb lying machine, foundation concrete laid manually, including cost of all materials, labour, HOM, from works, scaffolding & centering Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge A. Using concrete mixer.
1020
-
352920
Construction of Median and island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
375.87
-
65777.25
Painting two coats on New Concrete Surface:-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
341.7
-
28019.4
Earth work excavation in all kinds of soils for foundation of structures as per drawing and technical specifications, including setting out,Providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. (i)0m to 3m depth by Mechanical means.
9840.14
-
492007
Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing including cost of all materials, labour, Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge 300mm. dia
291
-
446394
Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
78.57
-
9506.97
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 per directed by the Engineer in Charge
2751.56
-
15410634.58
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 including cost of materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
5305.77
-
38690258.47
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 design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
730.97
-
62474543.96
Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 110 mm outer dia PVC pipe at 2kg/Sqm, fixing in position using addesive with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force. as per drawing including cost of all materials glue, labour, transportation, lead, lift, loading etc unloading Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1263.2
-
312010.4
Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layers not exceeding 20 cms. 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 per directed by the Engineer in Charge
5130.05
-
1031140.05
Earth work excavation in all kinds of ordinary rock / soft rock not requiring blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, providing shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
5663.7
-
339822
Earth work excavation in hard rock without blasting for foundation of bridges and allied works as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and filling back with approved material including cost of all materials, labour, Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. i) 0 m to 3m depth by mechanical means
809.1
-
381086.1
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 IS 9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge i) Upto 5m height
3313.93
-
19969941.02
Providing and laying 25 mm thick mastic asphalt wearing course using crushed aggregates of specified grading as per the requirements given in table 500-41 and paving grade bitumen VG-40 as per clause 516.3.2, prepared by using mastic cooker with the aggregates of 0.020 cum per Sqm, filler as unslaked lime of 12.70 kg per Sqm and bitumen of VG-40 grade at 1 0.1 0 kg per Sqm for mix, and tack coat of VG-1 0 at 0.30 kg per Sqm,laid to required level and slope after cleaning the surface, including providing chicken mesh with antiskid surface, including cost of materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
200.25
-
148385.25
Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2500.4.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification including cost of materials, labour, HOM Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
3375
-
7057125
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Ordinary / all soils/ Hard Soil Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
1204
-
156520
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in ordinary rock comprising of lime stone, sand stone, hard laterite, fissured rock, conglomerate or other soft or disintegrated rock which may be querried or split with crow bars. boulders which do not require blasting having max dia in any direction of more than 300mm; found lying loose on the surface or embedded in river bed, soil, talus, slope wash and terrace material of dissimilar origin. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
704
-
122496
Earthwork in excavation for pipeline trenches upto 600mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails & boning rods at every 100mm wherever necesary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Hard rock- Any rock excavation by using mechanical plant/machinery Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
101
-
102515
Supplying HDPE pipes confirming to IS 4984:1995 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 160mm dia pipe coils shall be used HDPE Grade-PE100 conforming to IS 4984-2016 PN 6.0, Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2232
-
1240992
Supply conveying to worksite, loading, unloading, stacking and fixing of single chamber triple function tamper proof (Both the orifces to be housed in the single chamber) 100mm dia (PN-10) Air valves with body and cover in ductile cast iron of grade GGG 40/50. All internal parts such as float,shell etc., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskets and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves shall have drain plug of not less than 15mm nominal pipe thread complet with all lead and lifts. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up 2. Large orifice for intake of large air volumes 3. Small orifice for discharge of pressurized air during operation. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
3
-
92016
Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-200mm Dia with body, bonnet of Ductile iron of grade GGG 40/50, 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. PN 10 Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
3
-
90246
Earthwork in excavation for foundations of structures by Mechanical Means as per drawing and technical specification, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, removal of slumps and other deleterious matter, dressing of sides and levelling the botton of trench to the extent required,, utilising the available excavated earth locally for the work etc. complete ( Depth upto 3m) in Ordinary /All Soils/ Hard Soil Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
14
-
1218
Providing and laying Design mix M20 with OPC cement @ 300kgs, with 320kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46 cum, with superplastisiser @3lts confirming to IS9103-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering. Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge. i) upto 5m height.
4.12
-
24046.71
Refilling pipe line trenches & foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15cms., thickness with Vibro rollers including disposing off the surplus earth Complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge
2008.8
-
206906.4
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