Water Resources Department 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.
Costs
EMD
₹ 50,000Document Cost
Refer DocumentsTender Fee
₹ 530
Description
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Contact
Tender Id
UKPRR/2024-25/WS/WORK_INDENT60Tender No
UKPRR/2024-25/WS/WORK_INDENT60Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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004 - Additional rate on item 1 is allowed for drilling in overburden and fixing casing pipe beyond 20 m (for fixing of casing pipe only). (a) Above 20.00 m and upto 30.00m 15% of basic rate of drilling as per Engineer in charge of works
10
43
435
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005 - Additional rate on item 1 is allowed for drilling in overburden and fixing casing pipe beyond 20 m (for fixing of casing pipe only). (a) Above 30.00 m 30% of basic rate of drilling Complete with all lead and lift and as per the direction of Engineer incharge,of works
3
87
261
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006 - Supply of ISI mark 175 mm nominal bore, plain end steel casing pipe grade of steel Fe 410 of wall thickness confirming to IS 4270-2001 and latest ammendments, electrical resistance welded steel tube material and confirming to IS 1387-1993 and manufactured by basic open hearth electric or basic oxygen process in random length of 5 to 7 mtr both ends threaded confirming to IS 554-1985, one end fixed with socket confirming to IS 4270-2001 the other end with screwed pipes. All pipes shall be responsibaly free from defects. The tubes shall be responsible straight and should be with ISI marking weighing 25.10 Kg/mtr (exclusive of all taxes and duties). Prices include collar medium duty 175mm X 5.40m thick.Complete with all lead and lift and as per the direction of Engineer inchargeof of works
50
1933
96650
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007 - Providing and fixing MS Casing Collars as per IS 1239 (Part -II) 1982 with all latest ammendments if any for any dia . The Thickness of plate used for covering one end shall be 3 mm (minimum).The dimensions of caps and collars shall be strictly as per IS 1239 (Part -II) 1982 with all amendments as per the direction of Engineer incharge, works
4
150
600
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008 - Providing and laying at site of work MS Casing caps as per IS 1239 (Part-II) 1982 with all latest ammendments if any for any dia. The thickness of the plate used for covering one end shall be 3mm (minimum). The dimensions of caps and collars shall be strictly as per IS 1239 (Part -II) 1982 with all amendments including cost of materials and labour charges for fixing, if any etc, complete with all lead and lifts and as directed by the Engineer in charge.Complete with all lead and lift and as per the direction of Engineer incharge, works.
1
164
164
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009 - Geophysical Investigation of site for sinking Borewell;- Geophysical Investigation of site for sinking Borewell for supplying drinking water to the habitation either through a hand pump, Mini Water Supply scheme, or Piped Water Supply Scheme by vertical electrical sounding by adopting venner or Schlumberger's method, including reconnaissance survey of geological formation, geophysical investigation of existing ground water in the vicinity, its quality, quantity & acceptability of the users indicating the location of site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessories to work site, engaging technical personal and labour required etc., complete.Complete with all lead and lift and as per the direction of Engineer incharge, works
1
5141
5141
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010 - Supply and delivery at site the India Mark-2 deep well hand pumps for Galvanised Pumps with telescopic pedestal as per the direction of Engineer incharge, works
1
13900
13900
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011 - Providing, Laying and Fixing 32 mm dia medium duty (B class) G.I.pipes confirming to IS 1239:1990 with latest ammendments complete with GI fittings (Excluding the cost of fitting) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (Contractor will make his own arrangements for procuring of water for testing)as per the direction of Engineer incharge, works
36
313
11268
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012 - Erecting and commissioning of new hand pump (India mark-II) including fixing of hand pump to the borewell and giving satisfactory test etc; complete. as per the direction of Engineer incharge, works
1
384
384
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013 - Providing and constructing platform in C.C 1:2:4 proportion using hard granite or basalt or trap jelly of 20 mm and down size for India mark-II Hand Pump as per approved drawing enclosed to S.R.(UNICEF Standard), including machine mixing, laying, tamping, curing and smooth finishing to exposed faces in CM 1:3 propon with necessary moulds including earth work excavation with all leads for materials etc, complete. as per the direction of Engineer incharge, works
1
3918
3918
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014 - Charges towards the chemical analysis of water BW-1 No.as per the direction of Engineer incharge, works
1
3000
3000
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015 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails, and boning rods at every 100 mtr 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; and all other appurtenances as directed in the following strata with all lead and lifts. - do- In All kinds of soils, Depth upto 1.50 mtr Complete with all lead and lift and as per the direction of Engineer incharge, works
2018.52
194
391592.88
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016 - Providing bedding for the pipeline trenches in block cotton soils and rock reaches including watering and consolidation by punners etc; complete with all lead and lift with Murrum. Complete with all lead and lift and as per the direction of Engineer incharge, works
134.57
365
49118.05
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017 - Providing and installing at site of work PVC pipes including cost of pipes and specials and labour, including lowering in to trenches, laying true to line level and perfect linking at joints leak proof including joining of approved type with all labour and lift charges, handling charges including encasing the pipe alround to a depth not less then 15 Cms with gravel or selected earth available from excavation etc., complete 110 mm dia 6 kg/ cm2 (Weight of pipe - 1.894 Kg) Complete with all lead and lift and as per the direction of Engineer incharge of work
670
394
263980
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018 - Providing and installing at site of work PVC pipes including cost of pipes and specials and labour, including lowering in to trenches, laying true to line level and perfect linking at joints leak proof including joining of approved type with all labour and lift charges, handling charges including encasing the pipe alround to a depth not less then 15 Cms with gravel or selected earth available from excavation etc., complete 75 mm dia 6 kg/ cm2 (Weight of pipe - 0.651 Kg) Complete with all lead and lift and as per the direction of Engineer incharge, works
3068
168
515424
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019 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia with body bonnet of ductile iron (DI) confirming to IS 1865 and of grade GGG 40/50, shaft of stailness steel, wedge fully rubber lined with EDPM seals of NBRand the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846 - 2000 only. the stem sealing should be with toroidal sealing rings (minimum 2 "O" rings). Body and bonut shoud be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron. both inside and outside. The rate is inclusive of cost of Valves, TP set, galvanised bolts and nuts and rubber insertions etc; but excluding earthwork and including transportation to site, loading unloading, etc., complete with all lead and lifts and as directed by the engineer incharge of work. - do - For Sluice Valve of PN-10.00 and 80 mm dia as per the direction of Engineer incharge, works
6
8013
48078
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020 - Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of various dia with body bonnet of ductile iron (DI) confirming to IS 1865 and of grade GGG 40/50, shaft of stailness steel, wedge fully rubber lined with EDPM seals of NBRand the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846 - 2000 only. the stem sealing should be with toroidal sealing rings (minimum 2 "O" rings). Body and bonut shoud be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron. both inside and outside. The rate is inclusive of cost of Valves, TP set, galvanised bolts and nuts and rubber insertions etc; but excluding earthwork and including transportation to site, loading unloading, etc., complete with all lead and lifts and as directed by the engineer incharge of work. - do - For Sluice Valve of PN-10.00 and 100 mm dia Complete with all lead and lift and as per the direction of Engineer incharge, works
3
8858
26574
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021 - Giving hydraulic test for 90 mm dia C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. - do- upto 80 mm dia Complete with all lead and lift and as per the direction of Engineer incharge, works
3068
2
6136
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022 - Giving hydraulic test for 90 mm dia C.I. / R.C.C. / P.V.C. / H.D.P.E/ D.I /A.C. pipelines to the pressure equal to two times the working pressure including cost of supply of water. - do- above 100 mm dia and upto 150 mm dia Complete with all lead and lift and as per the direction of Engineer incharge, works
670
2
1675
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023 - Providing, Laying and Fixing 65 mm dia medium duty (B class) G.I.pipes confirming to IS 1239:1990 with latest ammendments complete with GI fittings (Excluding the cost of fitting) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (Contractor will make his own arrangements for procuring of water for testing) Complete with all lead and lift and as per the direction of Engineer incharge, Complete with all lead and lift and as per the direction of Engineer incharge, works
30
591
17730
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024 - Refilling the available earth around trenches/pipeline, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50. mtr and lift upto 1.50 mtr including cost of all labour complete as per specification. Complete with all lead and lift and as per the direction of Engineer incharge, works
1883.95
122
229841.9
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025 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils Depth upto 3 m as per the direction of Engineer incharge, works
77.25
73
5639.25
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026 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or barrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all material, usage and all other appurtenances required to complete the work as per the direction of Engineer incharge, works
19.92
381
7607.448
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027 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) -do- Mix 1:4:8 (M5) Using 40mm nominal size graded crushed coarse aggregates as per the direction of Engineer incharge, works
9.99
5206
52007.94
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028 - Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) uto plinth level with -do- Cement mortar 1:6 ( 1 Cement : 6 coarse sand) as per the direction of Engineer incharge, works
20.04
4750
95190
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029 - Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS codes machine mixed, laid in layers not exceeding 150mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) -do- Mix 1:3:6 (M10) Using 20mm nominal size graded crushed coarse Aggregates as per the direction of Engineer incharge, works
12.06
5728
69079.68
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030 - Providing 12mm cement plaster with cement mortar 1:4 (1 cement : 4 fine sand) to brick massonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per the direction of Engineer incharge, works
17.28
213
3680.64
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031 - RCC Hume pipe circular pumphouse supplying recast RCC circular Hume pipe have with MS Door & RCC Conical roof as per specification & drawing internal dia meter 1200 mm & height of 2.500 mtr etc., complete as per the direction of Engineer incharge, works
6
16401
98406
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032 - Erection and positioning of RCC Hume pipe pump house/cistern on size stone masonry platform including transportation charges, and handling, finishinig with all necessary tools handing with all necessary tools, plants and materials etc complete as directed by the Engineer in charge with all lead and lifts.
6
1882
11292
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033 - Providing, Laying and Fixing 50 mm dia medium duty (B class) G.I.pipes confirming to IS 1239:1990 with latest ammendments complete with GI fittings (Excluding the cost of fitting) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (Contractor will make his own arrangements for procuring of water for testing) as per the direction of Engineer incharge, works
30
479
14370
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034 - Supplying and delivery at site 50 mm dia GM (copper alloy) gate valves confirming to Class-I as per IS 778 with latest amendments. 1 No. screwed in bonnet inside screw, rising, spring spindle integral seat screwed females ends confirming to IS 554/1990 body hydraulically tested 1.50 HP seat standard tested 1 HP with IS mark as per the direction of Engineer incharge, works
3
1688
5064
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035 - Providing and fixing 50 mm nominal bore GI Union in existing GI pipeline, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete, as per the direction of Engineer incharge, works
6
462
2772
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036 - Providing 20 mm dia G.I. nipple 30 cm long with 2 Nos, of 20 mm dia collars and specials confirming to relavent IS specification with all lead and lifts etc., complete as per the direction of Engineer incharge, works
12
104
1251.6
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037 - Supply and delivery at site wrought middle steel (galvanised) 50 mm dia G.I.elbow confirming to IS 1239-II 1991 with latest ammendments if any with all lead and lifts etc; complete as per the direction of Engineer incharge, works
9
219
1971
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038 - Supply and delivery at site wrought middle steel (galvanised) 50 mm dia G.I.Tee confirming to IS 1239-II 1991 with latest ammendments if any with all lead and lifts etc; complete as per the direction of Engineer incharge, works
3
244
732
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039 - Providing 20 mm dia brass stop cock and specials confirming to relavent IS specification with all lead and lifts etc., complete as per the direction of Engineer incharge, works
12
241
2892
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040 - Labour charges for making and connection 50 mm dia GI pipe end connection from rising main to cistern including cutting, threading, conveying and jointing etc., complete inclsive of fixing 4 Nos of 20 mm dia GI pipes with taps to the cistern with all lead and lifts etc., complete as per the direction of Engineer incharge, works
3
1414
4242
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041 - Finishing walls with water proofing cement paint of required shade : New work ( two coats applied @ 4.84 kg/10Sqm to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. ( PWD Building SR 2021-22 Vol-II Page No.45 Item No.8.28)
85.44
40
3417.6
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042 - Finishing walls with water proofing cement paint of required shade : New work ( two coats applied @ 4.84 kg/10Sqm to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per the direction of Engineer incharge, works
85.44
66
5639.04
... More
043 - Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt ,dust, and foreign matter, cost of materials, labour complete as per the direction of Engineer incharge, works
2400
3
7200
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