Visvesvaraya Jala Nigam Limited 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.

Visvesvaraya Jala Nigam Limited - VJNL Tender

Civil Works
Opening Date6 Feb 2021
Closing Date24 Feb 2021
Tender Amount₹ 68,28,55,544 
This is an estimated amount, exact amount may vary.
Notes
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BOQ Items

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Excavation in hard rock of all toughness including boulders above 0.6 m diameter ( 0.113 cum ) for pipe line trenches / foundation of anchor blocks / thrust blocks / saddles and other similar structures and placing the excavated stuff neatly as directed including cost of all materials, machinery, labour, barricading the area, providing danger lights and other safety measures etc., complete with all leads and lifts as directed by the engineer in charge of work.

16699

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11221728

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Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying andjointing at specified test pressure etc., complete with all leads and lifts as directed by the engineer in charge of work. i) 530 dia with 11.00 mm thick

642

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10141937.22

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ii) 530 dia with 4.00 mm thick

759.28

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4361691.55

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iii) Dia=1700mm, Thickness = 8.5 mm

167.62

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6565660.31

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iv) Dia=1700mm, Thickness = 15.5 mm

218

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15565195.64

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v) Dia=1300 mm, Thickness = 6.5 mm

1230

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28198377.3

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vi) Dia=1300mm, Thickness = 13.5 mm

225.92

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10757070.1

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vii) Dia=1180 mm, Thickness = 12.9 mm

519.08

-

21437209.81

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viii) Dia=1180 mm, Thickness = 5.9 mm

2791.17

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52720847.07

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ix ) Dia=1100 mm, Thickness = 12.5 mm

3185

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118852702.15

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x) Dia=1100mm, Thickness = 5.5 mm

2240.62

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36789143.09

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Supplying Ductile Iron pipes conforming to IS 8329:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line, 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 DI pipes and specials, (excluding cost of specials) with rubber gaskets including cleaning the socket and spigot ends with soap solution and applying soft soap to the spigot and socket ends before insertion of rubber gaskets, jacking and fixing in perfect conditions including cost of soap solution, soft soap, waste etc. and giving necessary hudraulic test to the required pressure as per ISS with all lead and lift including cost of jointing materials, (contractor will make his own arrangements for procuring water for testing)as directed by the engineer in charge of work. (K-9 Class) i) 200mm dia

3175.09

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6832793.68

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ii) 300mm dia

3497.65

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12727948.35

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iii) 400mm dia

183.562

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1005552.64

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iv) 450mm dia

720.96

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4717962.24

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Refilling pipe line trenches with available soil obtained from excavation of trenches in layers of 150 mm thickness(before compaction) including cost of all materials, machinery, labour, tamping each layer to specified degree of compaction etc., complete with all leads and lifts as directed by the engineer in charge of work.

314667.44

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81813534.4

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Cutting of Road Surface for Pipeline trenches and disposing of the excavated stuff with all lead and lifts as directed including barricading, danger lighting etc. in the following classification.complete with all leads and lifts as directed by the engineer in charge of work.

380.2

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241427

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Supplying, installing, testing and commissioning (SITC) of DI double flanged wafer type (Concentric/double eccentrically disc, butterfly valve PN 1.0 class conforming DIN 335 /IS 13095 with renewable soft Seal on disc and body seat face of nickel weld over lay Micro finish/Integral Seat with power or liquid epoxy Coating with minimum thickness of 250 Microns appiled both on body and disc inside and outside face to face dimensions as per EM 558-1 basic series 14 (DIN 3203 F4) or AWWA C504 :80 or BS 5155 Or IS 13095. The Valves shall be supplied along the required number of standard make Galvinzed Bolts and nuts. The Flange drilling standrad is IS -1538 Hence drilling of hole in Valve shall match with Pipe flange drilling Standard. The Valves are to be suitable for buried operation with air box Sealed and lubricated for life time operation.complete with all leads and lifts as directed by the engineer in charge of work. DI double flange Eccentric Butterfly Valve i) 300 mm diameter

2

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87732

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ii) 500 mm diameter

1

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157426

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iii) 450 mm diameter

1

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124264

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iv) 1000 mm diameter

2

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1472338

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v) 200 mm diameter

1

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17499

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vi) 400 mm diameter

1

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115320

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Providing and laying insitu vibrated M-15 (28 days cube comprehensive strength not less than 15 N / sq mm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling / levelling course including cost of all materials, machinery, labour, formwork, cleaning bed, batching, mixing, placing in position, levelling, vibrating / tamping, finishing , curing etc(Cement content : 240 kg / cum for use of super plasticiser)complete with all leads and lifts as directed by the engineer in charge of work.

80.9

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512389.86

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Providing and laying insitu vibrated M-20 (28 days cube comprehensive strength not less than 20N/sqmm) grade cement concrete using 40mm down approved, clean,hard,graded aggrerates for pump house sun-structure walls/piers abutments/ well steining and similar structure including cost of all materials machinery, labour,formwork,cleaning bed,batching,mixing,placing in position,levelling vibrating/tamping,finishing, curing etccomplete with all leads and lifts as directed by the engineer in charge of work. (Cement content 300 kg/cum with use of super plasticiser)

48.1

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405738.89

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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down approved clean, hard, graded aggregates for columns /anchor blocks / thrust blocks / saddles and other similar structuresincluding cost of all materials, machinery, labour, formwork, scaffolding, cleaning,batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., completion of work with all leads and lifts as directed by the engineer in charge of work.(Cement content : 330 kg / cum with use of plasticiser)

1509.3

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14740291.68

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Providing, fabricating and placing in position reinforcement steel bars for RCC works including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/welding joints wherever required, tying with 1.25 mm dia soft annealed steel wire etc., completion of work with all leads and lifts as directed by the engineer in charge of work.

96313

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5393528

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Filling behind Jackwell and Appurtenent structures using rubble and soil obtained from excavation in layers including cost of all materials, machinery, labour, hand picking, watering and compacting each layer as directed etc., completion of work with all leads and lifts as directed by the engineer in charge of work.

826.8

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293514

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Providing casing embankment using semi-pervious/ pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated by power roller etc.,complete with all leads and lifts as directed by the engineer in charge of work.

2323.9

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171968.6

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Excavation in all kinds of soil including boulders upto 0.6 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc. complete with all leads and lifts as directed by the engineer in charge of work

57.5

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14087.5

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Excavation in soft rock without blasting including boulders up to 0.6 m dia (0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, machinery, labour etc. complete with all leads and lifts as directed by the engineer in charge of work.

180.6

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59892.38

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Excavation in Soft Rock requiring Blasting including boulders upto 0.60m dia(0.113 cum) for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed including cost of all materials, amchinery, labour etc. complete with all leads and lifts as directed by the engineer in charge of work.

91.1

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34721.85

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Excavation in hard rock of all toughness by blasting including boulders above 0.6 m dia. (0.113 cum) for foundations of canal cross drainage and other appurtenant structures deploying jack hammer for drilling holes and placing the excavated hard rock neatly in specified dump area or stack yard as directed including cost of all materials, machinery, labour etc. complete with all leads and lifts as directed by the engineer in charge of work.

9.7

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6392.98

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Providing and laying insitu vibrated M-10 (28 days cube compressive strength not less than 10 N/Sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete with all leads and lifts as directed by the engineer in charge of work.(Cement content : 220kg/cum with use of super plasticiser)

10.77

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65863.83

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Providing and laying insitu vibrated M-15(28 days cube compressive strength not less than 15 N/Sqm) grade cement concrete using 20 mm down approved clean, hard, graded coarse aggregates for sub-structure works including cost of all materials, machinery, labour, form work, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc. complete with all leads and lifts as directed by the engineer in charge of work. from the surface.(Cement Content :270Kg/cum with use of super plasticiser)

1.3

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9568.98

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Providing and laying insitu vibrated M-15 (28 days cube compressive strength not less than 15 N/sqmm) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for gravity type retaining walls / abutments etc., including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads and lifts as directed by the engineer in charge of work.. (Cement content: 240 kg/cum with use of super plasticiser) Note: If water is to be brought from other place add only lead charges at 500 ltr per cum of concrete.

37.64

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275306.49

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Providing and laying reinforced cement concrete pipe NP3 for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials labour, curing complete as per specifications & complete with all leads and lifts as directed by the engineer in charge of work. i) 300mm Dia pipe

10

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15340

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Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate (with top seal) consisting of Skin plate, horizontal and vertical girders, stiffeners, lifting pins, bronze padded slide blocks, guide shoes, rubber seals, clamps etc., with all accessories for canal escape/ regulator vent including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold appiled coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all and all lifts for structural steel components complete with all leads and lifts as directed by the engineer in charge of work including packing / forwarding charges for other materials.

0.303

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46842.05

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Design, fabrication, supply, erectionand commissioning of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc, with all accessories for operating canal escape/ regulator stoploggate including cost of all materials, machinery, labour, cutting, aligning,achoring, welding, finishing, cleaning, applying two coats of zinc chromate red oxide primer and three coats of approved synthetic enarnel paint etc.,complete as per specifications and approved drawings with all and all lifts for structural steel components complete with all leads and lifts as directed by the engineer in charge of work including packing / forwarding charges for other materials.

2

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81623

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Design, fabrication, supply, erectionand commissioning of embedded parts(with top seal seat) consisting of sil beam, wheel tracks, seal seats, guide rails, gate groove liners etc., with all accessories for vertical gate for canal escape/ regulator stoploggate including cost of all materials, machinery, labour, cutting, aligning,achoring, welding, finishing, cleaning, applying one coats of zinc rich epoxy primer and three coats of cold appiled coal tar epoxy paint, seal fixing etc.,complete as per specifications and approved drawings with all leads and lifts as directed by the engineer in charge of work. for structural steel components and all leads and lifts including packing / forwarding charges for other materials.

0.52

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86333.26

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Providing and fixing 200 x 200 x 750 mm size roughly dressed boundary/ demarcation/ chainage/ arrow stones including cost of all materials, labour, engraving marks, excavating pit, fixing in position, murum filling etc., complete with all leads and lifts as directed by the engineer in charge of work.

9

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1932.03

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Providing and constructing 300 mm thick dry rubble stone pitching with pin headers at 2 per sqm including cost of all materials, labour, hand packing, finishing etc., complete with all leads and lifts as directed by the engineer in charge of work.

61.4

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56294.59

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KSRRB M2200-5.12. Design mix M25 with OPC cement @ 340 kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.7 cum and fine aggregates @ 0.47 cum, with superplastisiser @6lts confirming to IS9103-1999 Reaffirming-2008,complete with all leads and lifts as directed by the engineer in charge of work.

39.11

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195354.45

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Providing and filling murum/gravely soils(CNS Soil) for foundation or around pipes(with available soil) including breaking clods,spreading in layers of 10 to 15cm ,watering ,compaction by earthmasters to achieve density control of not less than 90 percent etc.,complete with all leads and lifts as directed by the engineer in charge of work.

2700.98

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1031585.29

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Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make body and seat ring of bronze PN 1.0 conforming to of Item IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linking with pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour etc.,. complete with all leads and lifts as directed by the engineer in charge of work. i) 150 mm dia

3

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45000

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Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make, body and seat ring of bronze, PN 1.0 class conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all leads and lifts as directed by the engineer in charge of work. i) 80 mm dia

13

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286910

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ii) 150 mm dia

13

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617500

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Manufacturing, providing ,transporting , rolling ,lowering, laying and jointing, testing and commissioning of MS specials of minimum 8mm thick confirming to IS 7322:1985 with latest amendments, perfect linking and welding of joints to correct position including cost and conveyance of materials with all lead and lifts, cost of all labour and giving satisfactory hydraulics test as per IS 3589:2001 with latest amendments for test pressure and working pressure both at factory and site.etc., complete as per detailed specificaions with inside lining two coats of food grade epoxy paintaing of approved make with eachcoat specifications with inside lining two coats of food grade epoxy paintaing of approved make with each coat of 250 micron, thick( affter dry) over one coat of food grade epoxy primer of approved make with with minimum of 50micron thick (thick (after dry)and outside 25mm thick coating in CM 1:3 by providing 50x50mmweld mesh including loading and unloading of pipes for the following category to suit PSC/MS/CI/AC/DI/PVC pipes.The weight of the MS shelll only be considered before lining and coating for arriving at the rate.The thickness of plate will be specified by the engineer.(contractor wil make his own arrangements for procuring water for testing).complete with all leads and lifts as directed by the engineer in charge of work.(For Bends.Tail pieces,Reducers ,Test gaps,Tees) i) Below 500mm dia of pipe

10433

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1700579

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ii) Above 500mm dia of pipe

19264

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2889600

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Providing and fixing MS ladder between landing 45cms wide using angle iron of following size and 20mm MS bars at 25cms. Centre to centre with necessary support of same angle iron as directed including hand railing on both sides with 25mm dia GI pipe with angle iron props at 2mtrs,interval and 0.5 mtr height including fixing in ground with C C1:2:4 Note: Only exposed lader portion above GL to be paid for.work complete with all leads and lifts as directed by the engineer in charge of work.

100.1

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182282.1

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Supply and fixing RCC Pre-cast Cover Slab of size 0.8 x .8 x 0.15 of M-25 Design mix concrete including min.steel as per IS 456 : 2000with latest amendments over Gate Valve extension spindle etc. ccomplete with all leads and lifts as directed by the engineer in charge of work.

37

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70078

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Providing and fixing , commissioning of Orifice

1

-

2385

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Discharge and level measuring Area Velocity Flow Meter for Pipeline using Pulse Spectral Correlation Technology with profiling capability

5

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3600000

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Construction of Chamber at flow measuring location of Masonry and RCC slab with safe Hatch door, during pipeline laying works.

5

-

425000

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5 Year Operations and Maintenance of Flow meter,

5

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720000

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Operation and Maintenance Charges a) Pumping period - Manpower

375

-

592005

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b)Non pumping period - Manpower

1450

-

1537290

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c) Maintainance and repair of entire system

5

-

1313340



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