Karnataka Urban Water Supply And Drainage 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.
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Description
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Contact
Tender Id
KUWSDB/2021-22/WS/WORK_INDENT2957Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT2957Tender Authority
Karnataka Urban Water Supply And Drainage Board ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
GEM & Bid Advisory Services
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BOQ Items
... More
Supply of ISI Mark nominal bore, plain end steel casing pipe-grade of steel Fe 410 of wall thickness conforming to IS 4270-2001 and latest amendments, electrical resistance welded steel tube material and conforming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 7m. Both ends threaded conforming to IS 554-1985, one end fixed with socket conforming to IS 42702001 and the other end with screwed pipes. All pipes shall be resonably free from defects. The tubes shall be resonably straight and should be with ISI marking weighing 25.10kg/m. Prices include Collar-Medium duty.as directed by the Engineer-in-charge. ---- As per SBD
75
-
71250
... More
Providing and laying at site of work MS casing caps as per IS 1239 (part-II) 1982 with all latest amendments if any for any dia. The thickness of plate used for covering one end shall be 3mm (minimum). The dimensions of caps and colars shall be strictly as per IS 1239 (Part-II) 1982 with all amendments including cost of material and labour charges for fixing, if any etc. complete with all lead and lifts and as directed by the Engineer in charge ---- As per SBD
5
-
500
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SUPPLY, ERECTION, ELECTRIFICATION AND COMMISSIONING OF 5 HP 10 STAGESUBMERSIBLE PUMPSETS FOR NEWLY DRILLED BOREWELLS AT Ward No.20,21,12 and 01 in K. R Pet town: Providing, supplying to work site, fixing of Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034 3Phase, SS Bowl & Impeller with Low volt Motor and as per specifications, with testing, as per instructions of engineer incharge of work and latest amendments complete as directed by the Engineer-in-charge. 5.00 HP - 90 LPM @ 110 m = 10 STG Outlet Dia - 2.00" ---- As per SBD
4
-
143676
... More
Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments complete as directed by the Engineer-in-charge. 1x3x2.5 Sqm. ---- As per SBD
510
-
29580
... More
Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments complete as directed by the Engineer-in-charge. Size 50 mm ---- As per SBD
4
-
4700
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Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendment complete as directed by the Engineer-in-charge. Size 50 mm ---- As per SBD
4
-
4760
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Supplying, laying, jointing, testing and commissioning of GI pipes conforming to IS 1239:1990 with latest amendments including fixing collars, elbows, tees, bends, gland cocks and other fittings (excluding cost of specials) with cuts and threads wherever necessary including conveying the materials to workspot including testing for water tightness, with all lead & lifts (contractor will make his own arrangements for procuring water for testing) complete as directed by the Engineer-in-charge. G.I. Heavy duty pipe 50mm dia ---- As per SBD
420
-
194460
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a) Fabricating, supplying and mounting MS box made out of 16 SWG suitable for floor/wall mounting fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled metal paint etc., complete b) Supplying and fixing angle iron frame work fabricated out of MS angle iron and MS flat with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint - 75X75X6 mm ---- As per SBD
4
-
34000
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Supply installing testing and commissioning COMMON CONTROL PANEL consisting of the following INCOMING 1 No. Set of Phase indicating lamps with SFU of suitable 1 No., Analog Ammeter, 1 No Analog Voltmeter 1 No. with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1No. DOL of S/D Starter suitable for respective HP 1 No. Electrical Protection like single Phase preventor, Under voltage Over voltage, Under current Over current Protection suitable for the pump described above 1No. OUTDOOR type complete as directed by the Engineer-in-charge. Upto 6 HP pumps. ---- As per SBD
4
-
38068
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Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975 complete as directed by the Engineer-in-charge. 4 core 10sqmm ---- As per SBD
100
-
13000
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Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe / stoneware pipe / on wall / on pole as required. In existing trench/duct complete as directed by the Engineer-in-charge. 6 sqmm to 16 Sqmm ---- As per SBD
32
-
391.68
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Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete.(As per Civil SR KSRB I-2, P-7)complete as directed by the Engineer-in-charge. In soil (ordinary). ---- As per SBD
68
-
5323.04
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Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3.25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV complete as directed by the Engineer-in-charge. 40mm ---- As per SBD
32
-
11041.6
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Supplying and fixing L.T. cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc., complete as directed by the Engineer-in-charge.10sqmm ---- As per SBD
4
-
1071.2
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Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets complete as directed by the Engineer-in-charge.(2 KVAR each) ---- As per SBD
8
-
3600
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Earthing: Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipment's on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth. The connection from the pipe to the conduit etc., is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia complete as directed by the Engineer-in-charge. ---- As per SBD
8
-
24717.52
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Labour charges for Erection, Electrification and commissioning works of Pump sets including aligning and balancing with all necessary erection of materials and labour including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges, tools and equipments etc., involved in the job. as per specifications, with testing of as per instructions of engineer incharge of work. ---- As per SBD
4
-
22600
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Labour charges for Erection of outdoor type panel board and meter board units with all necessary materials and labour tools and equipments including providing cement concrete foundation bed etc., complete. as per specifications, with testing of as per instructions of engineer incharge of work. ---- As per SBD
4
-
4792
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Supply and delivery at site wrought middle steel (galvanized) 50 mm dia GI bend confirming to IS 1239-II, 1991 with latest amendments if any complete as directed by the Engineer-in-charge. ---- As per SBD
12
-
2820
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Supply and delivery at site wrought middle steel (galvanized) 50 mm dia GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any complete as directed by the Engineer-in-charge. ---- As per SBD
4
-
560
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PROVIDING AND LAYING OF 90MM DIA PVC PIPELINE FROM BOREWELL TO EXISTING DISTRIBUTION NETWORK AT Ward No.20,21,12 and 01 in K. R Pet town:Cutting macadam road surface for pipeline trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., complete as directed by the Engineer-in-charge. ---- As per SBD
2.88
-
996.48
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Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata. 0 to 2m depth In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock etc., complete as directed by the Engineer-in-charge. ---- As per SBD
353.43
-
92598.66
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Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata. 0 to 2m depth in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting etc., complete as directed by the Engineer-in-charge. ---- As per SBD
39.27
-
23247.84
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Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour, with all lead & lift including encasing the pipe alround to a depth of not less than 15cms with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing)etc., complete as directed by the Engineer-in-charge. 90mm dia 6 Kg/cm2 ---- As per SBD
595
-
107695
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Providing and fixing 90mm dia PVC 90 degree bend ---- As per SBD
10
-
1300
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Providing and fixing 90mm dia PVC tee ---- As per SBD
10
-
1350
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Providing and fixing 90mm dia PVC collar ---- As per SBD
18
-
6408
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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 vacuum 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 complete with all lead and lifts etc., complete as directed by the Engineer-in-charge.80 mm dia PN 10 ---- As per SBD
4
-
34208
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Providing and fixing 90mm dia MS flange etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
10
-
2600
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Providing and fixing 90 mm dia tail piece etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
10
-
590
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Providing and fixing bolts and nuts etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
10
-
1010
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Providing and fixing Rubber insertions etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
10
-
990
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Refilling pipeline trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation layers of 15 cms., thickness with vibro rollers including disposing off the surplus earth with all lead and lifts etc., complete as directed by the Engineer-in-charge. ---- As per SBD
392.7
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40448.1
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PROVIDING & CONSTRUCTING MINI WATER SUPPLY CISTERN AT WARD -21: Earth work excavation for pipeline trenches (except building works) including depositing on bank upto lead of 30 metres including danger lighting and using sight rails and boning rods at every 100 meters, whenever necessary as directed in the following strata. For Water cistern and platform 0 to 2m depth In all soils mixed with boulders upto 30 cms.size and exclusive of disintegrated rock etc., complete as directed by the Engineer-in-charge. ---- As per SBD
2.9
-
759.8
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Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata. 0 to 2m depth in disintegrated rock, soft rock, soft shale and medium hard rock comprising of Lime stone, sand stone, hard shale, schiest, fissured rock without resorting to blasting etc., complete as directed by the Engineer-in-charge. ---- As per SBD
1.04
-
615.68
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Earth work excavation by manual means for pipeline trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 metres wherever necessary as directed in the following strata. 0 to 2m depth in hard rock by chistelling ---- As per SBD
0.21
-
500.85
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Providing and laying in position plain cement concrete of mix 1:2:4 with OPC cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregtes @ 0.878cum and fine aggregtes @ 0.53cum machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, and cills including cost of all materials labour, HOM curing complete as per specifications. For Water cistern and platform ---- As per SBD
0.85
-
4693.7
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Providing and constructing granite/trap/ baslat size stone masonary in foundation cement mortar 1:6 stone chistle dressed in courses not less than 15cmc high, bond stones at two meters. Apart in course including cost of materials, labour, curing complete as per specifications ---- As per SBD
1.8
-
11790
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Providing and constructing granite/trap/ baslat size stone masonary in super structure with cement mortar,edges of stone chistle dressed in courses not less than 15cmc high, bond stones at two meters apart in course including cost of materials, labour, scaffolding, curing complete as per specifications - For water cistern ---- As per SBD
1.01
-
6918.5
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Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.69cum and fine aggregtes @ 0.43cum, with superplastisisers @ 3ltrs conforming to IS 9103-1999 Reaffirmed-2008 machine mixed, concrete, laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, and cills, including cost of labour, HOM of machinery, curing complete as per specifications. For Water cistern and platform ---- As per SBD
0.87
-
4804.14
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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 including disposing off the surplus earth with all lead and lift. For platform and pipeline ---- As per SBD
4.88
-
502.64
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Providing ruled pointing to coursed stone masonry with cement motar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost of naterials, labour, curing complete as per specifications. ---- As per SBD
3.6
-
511.2
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Supply and erection of 2.5 mtrs height ready made latrins/pumphouse/ water cistern including conveying the same carefully to work spot, loading and unloading at both destinations with all lead and lift etc., complete 1200mm dia ---- As per SBD
1
-
23372
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Supllying, laying, jointing, testing and commissioning of GI pipes conforming to IS 1239-1990 with latest amendments including fixing collars, elbow, tees, bends, gland cocks and other fittings (excluding cost of specials), with cuts and threads wherever necessary including conveying the materials to work spot including testing for water tightness, with a ali lead and lift (contractor will make his own arragements for procuring water for testing) 50mm dia (For Inlet) ---- As per SBD
8
-
3160
... More
--do---40 mm dia (For outlet) ---- As per SBD
2
-
620
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--do---20mm dia (For tap) ---- As per SBD
0.8
-
118.4
... More
Providing & fixing of 50mm dia. "B" class G.I.Elbow etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
3
-
390
... More
Providing & fixing of 40mm dia. "B" class G.I.Tees etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
2
-
360
... More
Providing & fixing of 40mm X 20mm dia. "B" class G.I. Reducer Elbow etc complete with all lead and lifts as directed by the Engineer-in-charge. ---- As per SBD
4
-
328
... More
Providing and fixing in position Bib cock-NP of approved quality 20mm norminal bore including cost of all materials, labour and HOM of equipments with all leads complete as per specifications ---- As per SBD
4
-
542.36
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Providing and finishing external walls in two coats with water proof cement paint of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from motar drops and other foreign matter cost of materials, labour, complete as per specification. for Cistern and Base ---- As per SBD
17.41
-
1549.49
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Supply & Erection of one hand pump and construction of platform ward -10 of K.R.Pete Town: Supply of India mark II hand pump of Board approved make with accessories over a borewell up to 60 m depth with all lead ---- As per SBD
1
-
9280
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Cost of 32mm dia B class medium duty TATA make G.I Pipe ---- As per SBD
30
-
6101.7
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Erecting and commissioning of new hand pump including fixing of GI pipes fixing of hand pump to the borewell and giving satisfactory test etc., complete. ---- As per SBD
1
-
846
... More
Providing and Construction platform in M-15 grade Cement Concrete using hard granite or basalt or trap jelly of 20mm and down size for India Mark-II hand pump as per approved drawing and as per standards including machine mixing laying, tamping, curing and smooth finishing to exposed faces in C.M 1:3 with necessary moulds including earth work excavation with all leads for materials etc., complete. ---- As per SBD
1
-
5739
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