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
Civil Works
Opening Date27 Jan 2021
Closing Date12 Feb 2021
Tender Amount₹ 36,01,52,244 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-42(1)/11229/2020-21Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-42(1)/11229/2020-21Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
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KSRRB 300-58. Compaction of original ground by mechanical means including filling in depression occuring during rolling including cost of all labour, HOM complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
56453.5
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372593.1
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KSRRB M300-54. Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 which includes, watering charges & compaction by vibratory roller). .complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
89631.44
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15282160.52
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KSRRB M300-53. Construction of embankment with approved material gravel/ muram with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement table 300-2, including cost of gravel / muram, watering charges and compaction by vibratory rollar to 95% of modified proctors density. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
186750.24
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100452954.1
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Providing and laying live sods for Turfing on embankment. slopes, verges or other locations over 20mm thick sand backing including cost of all materials , machinery and labour and including the surface preparation, spreading sand , tamping watering of 15 days. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
9818
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1198777.8
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KSRRB M2500-4.1. Providing and laying Pitching stones of size 0.3mx0.3mx0.3m on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications including cost of materials, labour, HOM A. Stone / Boulder. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
495
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1043262
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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, including cost of earth, watering charges & compaction by vibratory roller to 97% of modified proctors density. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
23808.65
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13435221.2
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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 by mix in place method by rotavator at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory Power roller to achieve the 98% Proctor density, complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
11290.7
-
25249392.41
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KSRRB M400-17. 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 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
10431.63
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26288750.76
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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 0.60kg/sqm using mechanical means complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
41726.5
-
1398255.02
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KSRRB 500-2. Cleaning the existing black topped surface with brooms, soft brushes and finally dusting with old gunny bags and / or compressed air to receive bituminous treatment including cost of all materials, labour, HOM complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
41726.5
-
229495.75
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KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen (VG10) on the prepared black topped surfaces at 2.5kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
83453
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1242615.17
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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 worksite, laying to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects, using 40/60 TPH capacity H.M.P with mechanical paver Gr-II (50mm to 75mm) with 4.5% VG-30 Bitumen.complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
2209.05
-
17822703.76
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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, using 40/60 TPH capacity HMP with mechanical paver Gr-II (30 to 40mm) with 5.4% VG-30 Bitumen. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1472.7
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13475337.54
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KSRRB M800-13. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface / Concrete Surface: Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gms per sqm area, thickness of 2.5mm 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 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1227.25
-
579139.28
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KSRRB M800-5.2. Over Head Sign Board: Supply and installation of rectro-reflective Over Head Gantry boards made out of cube corner micro prismatic gade sheeting confirming to type XI standards of IRC:67:2012 specifications & fixing over 4mm thick Aluminium Composite Panel heet having minimum 0.3mm thick aluminium skin on both sides excluding the cost of back support frame, vertical support and horizantal support and foundation . as directed by the engineer incharge of the work. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
54
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565785
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KSRRB M800-29.2. Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Case - II : Double row for two utility services. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
840
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3167472
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Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide Clause 801.3 , fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
5.4
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41146.38
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RCC Drains : KSRRB 300-1. Earthwork excavation by manual means for roads, drains & similar works in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
12824.78
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1833943.54
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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 as per specifications complete as per Drawing and Technical Specifications. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
1751.63
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11239561.61
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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 complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
3330.6
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27286506.7
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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 design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM, (TMT Bars Fe 500) complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
249.8
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18508768.63
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KSRRB M2200-8. Providing Weep Holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specifications including cost of materials, labour, HOM complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
931.4
-
150607.38
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KSRB 2.3 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 50m and lift upto 1.5m including cost of all labourcomplete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
2857.72
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631841.89
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Construction of RCC spur culvert: KSRRB M2100-2.1. 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 i) 0 to 3m depth by mechanical means. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
338.4
-
18612
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KSRRB M2100-3.2. 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 iv) 0 to 3m depth by mechanical means. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
338.4
-
22334.4
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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 as per specifications complete as per Drawing and Technical Specifications.complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
54
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346498.02
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KSRRB M2200-5.15. Providing and laying Design mix M30 with OPC @ 360kgs, with 20mm and downsize graded granite metal coarse aggregates @ 0.69cum and fine aggregates @ 0.46cum, with super-plasticizer @ 3lts confirming to IS 9103-1999 Reaffirmed-2008 including cost of materials labour, HOM curing, form works scafolding and centering i) upto 5m height. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
265.5
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1827489.6
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KSRRB M2200-6. Providing TMT steel reinforcement for RCC work including strightnening, cutting, bending, hooking, placing in position, laping 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, labours, HOM. TMT bars Fe500, complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
27
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2000547.45
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KSRRB M2200-8. Providing Weep Holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specifications including cost of materials, labour, complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
22
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3557.4
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KSRRB M800-6. 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 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
113.5
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10237.7
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KSRB 2.3 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 50m and lift upto 1.5m including cost of all labour complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
72.9
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16118.19
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Laying of HDPE Water Supply distribution pipe line: Earth work in excavation for pipe line trenches upto 600mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, complete in the following strata. (Depth upto3m) a) In Ordinary / All soils / Hard soil . complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
3396.33
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485675.19
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Earth work in excavation for pipe line trenches upto 600mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, danger lighting, bracing, using sight rails and boning rods at every 100 metres wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required, utilising the available excavated earth locally for the work etc, complete in the following strata. (Depth upto3m) b) 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 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
2264.22
-
433371.71
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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 not less than 15cms 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. (2) HDPE Grade PE100 Rates confirming to IS 4984:2016 PN 8.0 complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge. 110 mm OD
3227
-
1141389.9
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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 not less than 15cms 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. (2) HDPE Grade PE100 Rates confirming to IS 4984:2016 PN 8.0 complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge.160 mm OD
2164
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1485369.6
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Supply, conveying to worksite, loading, unloading stacking and fixing of single chamber triple function tamper proof (Both the orifices to be housed in the single chamber) Air valves (80mm dia PN16) 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 valve shall have drain plug of not less than 15mm nominal pipe thread complete. 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 complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
10
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251871
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Supply and delivery to work site, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice valves 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 of vaccum tight and 100% leak proof with face dimension as per BS 5163-89/IS14846-2000/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 number as per relevant IS etc. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge. 100 mm dia Scour Valve (PN16)
12
-
130376.4
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Supply and delivery to work site, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice valves 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 of vaccum tight and 100% leak proof with face dimension as per BS 5163-89/IS14846-2000/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 number as per relevant IS etc. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge. 50 mm dia sluice valve below Air Valves (PN16)
10
-
58327
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Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms., thickness with Vibro rollers including disposing off the surplus earth complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
5660.55
-
641340.32
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Construction of RCC valve chambers : KSRRB 300-1. Earthwork excavation by manual means for roads, drains & similar works in ordinary soil excavated surface levelled and sides neatly dressed, the disposed earth to be levelled neatly after breaking of clods complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
121.77
-
17413.11
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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 as per Drawing and Technical Specifications. complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
8.91
-
57172.17
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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 complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
35.64
-
291986.76
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KSRRB M2200-6. Providing TMT steel reinforcement for RCC work including strightnening, cutting, bending, hooking, placing in position, laping 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, labours, HOM. TMT bars Fe500, complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
3.03
-
224505.88
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Supplying and fixing Heavy duty SFRC frame and cover confirming to IS 12592 (part-1)-1988 and IS 12592 (part-II)-1991 with latest amendment, including cutting slab to the requird size for the opening and fixing the cover in CC 1:2:4 and CM 1:3 plastering 20mm thick to all exposed faces, curing for 10 days complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
22
-
50311.8
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KSRRB M2200-8. Providing Weep Holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force. Complete as per drawing and Technical specifications including cost of materials, labour, HOM complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
13.2
-
2134.44
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KSRB 2.3 Filling available excavated earth 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 50m and lift upto 1.5m including cost of all labour complete complete with all lead and lift etc, as per specification and as directed by the Engineer in charge
30.1
-
6655.11
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