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 Date29 Jun 2021
Closing Date12 Jul 2021
Tender Amount₹ 3,19,23,583
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
IADB/ENGG/ETND-EP-09(1)/2625/2021-22Bid Award Id
ViewTender No
IADB/ENGG/ETND-EP-09(1)/2625/2021-22Tender Authority
Karnataka Industrial Areas Development Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing 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 direction of Engineer in charge
884.23
-
329817.79
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 direction of Engineer in charge
9261
-
213003
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 with all lead and lift etc, as per specification and direction of Engineer in charge
208.2
-
19779
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 with all lead and lift etc, as per specification and direction of Engineer in charge
3942.54
-
2381294.16
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 in a mechanical mix plant at OMC, scarriage of mixed material to work site, 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 direction of Engineer in charge
1682.4
-
2905504.8
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 direction of Engineer in charge
1890.75
-
3467635.5
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 direction of Engineer in charge
7563
-
257142
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 direction of Engineer in charge
7563
-
182419.56
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 using 120 TPH capacity Asphalt batch mix plant with sensor paver Gr -II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen complete with all lead and lift etc, as per specification and direction of Engineer in charge
359.25
-
2786080.75
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 direction of Engineer in charge
7185
-
105619.5
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 120 TPH capacity Asphalt batch mix plant with sensor paver GR-II (30 mm to 40 mm) with 5.4% VG-30 Bitumen complete with all lead and lift etc, as per specification and direction of Engineer in charge
287.4
-
2574440.11
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 direction of Engineer in charge
425.25
-
182432.25
DRAIN:- 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge
2361.56
-
96823.96
Excavation for roadway in ordinary rock by mechanical means including cutting and loading to tippers, transporting 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 direction of Engineer in charge
674.73
-
37784.88
Excavation for roadway in hard rock by mechanical means (blasting prohibited) including breaking rock, loading in tippers and disposing 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 direction of Engineer in charge
337.37
-
125839.01
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 direction of Engineer in charge
245.7
-
1256509.8
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 with all lead and lift etc, as per specification and direction of Engineer in charge wall & bottom thickness 15cm.
765.45
-
5312223
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, loading etc unloading complete with all lead and lift etc, as per specification and direction of Engineer in charge
189
-
46683
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 with all lead and lift etc, as per specification and direction of Engineer in charge
61.24
-
4374985.6
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 including cost of all labour complete with all lead and lift etc, as per specification and direction of Engineer in charge
1190.7
-
239330.7
SPUR CULVERT:- 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 m to 3m depth by mechanical means. complete with all lead and lift etc, as per specification and direction of Engineer in charge
166.64
-
8332
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 m to 3m depth by Mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
47.61
-
2856.6
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, HOM i) 0 m to 3m depth by mechanical means complete with all lead and lift etc, as per specification and direction of Engineer in charge
23.81
-
11214.51
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 direction of Engineer in charge
22.95
-
117366.3
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 TMT Bars Fe 500 complete with all lead and lift etc, as per specification and direction of Engineer in charge
9.03
-
645103.2
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 1S9103-1999 Reaffirmed-2008 i) Upto 5m height complete with all lead and lift etc, as per specification and direction of Engineer in charge
97.75
-
526970.25
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, loading etc unloading complete with all lead and lift etc, as per specification and direction of Engineer in charge
24
-
5928
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 including cost of all labour complete with all lead and lift etc, as per specification and direction of Engineer in charge
72.9
-
14652.9
WATER SUPPLY:- 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. ( Depth upto 3m) in Ordinary / all soils/ Hard Soil complete with all lead and lift etc, as per specification and direction of Engineer in charge
331.5
-
43095
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) 35% in ordinary roack 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 direction of Engineer in charge
178.5
-
31059
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 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 PE100 rates confirming to IS 4984-1995 PN 10.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge
850
-
340000
Providing and laying reinforced cement concrete pipe NP2 for culverts including pointing ends, and fixing collars with cement mortar 1 :2 including cost of materials, labour, HOM complete with all lead and lift etc, as per specification and direction of Engineer in charge
100
-
52700
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) 50mm 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. 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 direction of Engineer in charge
2
-
32728
Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-80mm 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 direction of Engineer in charge
2
-
17104
Supply and delivery to worksite, loading, unloading, stacking and fixing of resilient seated soft sealing Sluice Valves-100mm 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 direction of Engineer in charge
9
-
97542
Refilling pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms, thickness wih Vibro Rollers including disposing off the surplus earth complete with all lead and lift etc, as per specification and direction of Engineer in charge
153
-
15759
VALVE CHAMBERS :- 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 direction of Engineer in charge
54.59
-
4749.33
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 direction of Engineer in charge
4.97
-
25416.58
Providing and laying Design mix M20 with OPC @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregates @ 0.46cum, with superplastisiser @3lts confirming to IS91 03-1999 Reaffirmed-2008 including cost of materials, labour, HOM curing, form works, scaffolding and centering - i) Upto 5 m height. complete with all lead and lift etc, as per specification and direction of Engineer in charge
17.35
-
90896.65
Providing T.M.T. steel reinforcement for R.C.C. work including 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 with all lead and lift etc, as per specification and direction of Engineer in charge
0.87
-
62152.8
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 direction of Engineer in charge
25
-
2575
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