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.
Karnataka Urban Water Supply And Drainage Board - KUWSDB Tender
Civil And Construction
Pipe Line Project
Opening Date8 Mar 2022
Closing Date22 Mar 2022
Tender Amount₹ 4,77,26,086
Costs
EMD
₹ 7,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
KUWSDB/2021-22/WS/WORK_INDENT2975/CALL-2Bid Award Id
ViewTender No
KUWSDB/2021-22/WS/WORK_INDENT2975/CALL-2Tender 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
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-do- In Ordinary Rock
2983.2
-
455564.47
... More
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 as directed by the Engineer incharge -do- in Hard Rock by chistelling
1143.9
-
3104338.7
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Providing Murrum / Gravel Bedding for the pipeline trenches including watering and consolidation by punners etc., complete with all lead and lift (In Black Cotton soil and rock reaches) as directed by the Engineer incharge.
535.5
-
147085.78
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Manufacturing, providing, transporting, rolling, lowering, laying & Jointing, testing, commissioning of ERW (Electric Resistance Welded)/SAW (Submerged Arc Welded) MS pipes (Fe-410 grade) conforming to IS 3589-2001with latest amendments including perfect linking and welding of joints to correct position including cost and conveyance of pipes and materials with all lead and lift, cost of all labour and giving satisfactory hydraulic 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 specifications. with inside CM 1:1.5 lining of minimum 10 mm thick upto 610 mm OD & minimum 12mm thick beyond 610 mm OD and out side minimum 25 mm thick coating in CM 1:3 over 50 x 50 mm weld mesh of 13 gauge, including loading and unloading of pipes for the following diameters and specified thickness of plate as noted below, including bailing out of water wherever necessary. (Contractor will make his own arrangement for procuring water for testing). with all lead and lift etc., as directed by the Engineer incharge. -do- for 762 mm dia 7.90 mm thick MS Pipe
2200
-
24212254
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Manufacturing, providing, transporting, rolling, lowering, laying and jointing, testing and commissioning of MS specials of minimum 8 mm thick conforming to IS 7322:1985 with latest amendements, 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 hydraulic 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 specifications with inside lining two coats of food grade epoxy painting of approved make with each coat minimum 250 micron, thick (after dry) over one coat of food grade epoxy primer of approved make with minimum of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50 x 50mm weld 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 shell only be considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the Engineer. (Contractor will make his own arrangement for procuring water for testing). Note: No Negative tolerance in respect of thickness is permissible with all lead and lift etc., as directed by the Engineer incharge. For bends, test gaps, Tees. Reducers up to 500 mm dia pipe
6000
-
954480
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Supplying and fixing of DI specials with ISI mark conforming to IS 9523 / 2000 suitable for jointing 100 mm to 600 mm dia DI pipes coated with rust prevention coatings as below etc.complete with all lead& lifts. A) External coating: c) Bituminous pain as per Annexure "C" of IS:9523 / 2000 B) Internal Lining: a) Portaland Cement (with or without additives) mortar as per Annexure - "B" of IS:9523/2000, c) Bituminous pain as per Annexure "C" of IS:9523 / 2000 as directed by the Engineer incharge.
2000
-
163320
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Supply, delivery and fixing of resilient seated soft sealng sluice valves with body, bonnet of ductile iron (DI) of grade GGG50, wedge fully rubber lined with EPDM and seats fo NBR and the valves should be of vacuum tight and 100% leak proof with face dimensions as per BS 5163-89 / IS 14846-2000/DIN3202 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 valve should be supplied with suitable size galvanized bolts and Nuts of required number complete with all lead and lifts. PN 16. as directed by the Engineer incharge. -do- for 150mm (Isolation Valve)
1
-
19172.48
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-do- for 300 mm (Scour )
2
-
129019.52
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-do- for 500 mm (Sluice)
2
-
465609.9
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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) Air valves with body and cover in ductile cast iron of minimum grade GGG50, all internal parts such as float, shell etc., all cover bolts of austenitic alloy steel, Dn 50 float of HOSTAFLON and gaskets seals of EPDM. epoxy powder coating ( EP-P) inside and outside colour blue RAL5005 etc. complet with all lead and lifts 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 opeartion. as directed by the Engineer incharge. 150mm dia DI Air Valve PN 16.
4
-
185325.52
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Suuply and fixing of DI double flanged wafer type (Concentric) / double eccentrically disc, butterfly valves conforming to DIN 335/IS13095 with renewable soft seal on the disc and body seat face of nickel weld overlay micro finished / Integral seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Face to face dimensions as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWA C 504:80 or BS 5155 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized bolts and nuts. The flange drilling standard is IS 1538. Hence, drilling of hole in the valves shall match with the pipe flange drilling standard. The valves are to be suitable for buried operation with the gear box sealed and lubricated for life time operation. as directed by the Engineer incharge. -do- for 700mm dia Butterfly Valve PN 16
1
-
382511.24
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Refilling the pipe trenches & foundation with selected available earth from trench excavation including watering consolidation in layer of 15 cm.thickness including disposing off the surplus earth with all lead & lift. complete as directed by the Engineer incharge.
7792.25
-
851147.47
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Replacement of Water supply pipe lines:- Supplying PVC ring tite pipes confirming 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 and lift including encasing the pipe alround to a depth of not less than 15 cms 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) with all lead and lift etc., as directed by the Engineer incharge. 25mm dia PVC pipes 10Kg/Cm2
200
-
9050
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90mm dia PVC pipes 6Kg/Cm2
150
-
27898.5
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110mm dia PVC pipes 6Kg/Cm2
100
-
25760
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160mm dia PVC pipes 6Kg/Cm2
100
-
44395
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200mm dia PVC pipes 6Kg/Cm2
100
-
66902
... More
Supplying HDPE pipes conforming to IS 4984:1995 with latest amendments and conveying to work site incl.loading & unloading at both destination and rolling lowering into trenches,laying true to line and jointing of pipes and specials by elecrofusion welding, including encasing the pipe arround to a depth not less than 15 cm with soft gravel or selected earth available from the excavtion etc.complete giving hydraulic test as per ISS with all lead and lift incl.testing and commissioning.The rate is exclusive of required specials and fitting etc.complete (Contractor will make his own arrangement for procuring water for testing) Upto 110 mm dia, Coils shall be used with all lead and lift etc., as directed by the Engineer incharge. 63mm dia 63mm dia
250
-
38065
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75mm dia
200
-
38330
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90mm dia
200
-
50854
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110mm dia
150
-
53077.5
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160mm dia
150
-
103278
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200mm dia
100
-
104070
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Dewatering Pump with all lead and lift etc., -do- for 10 HP
220
-
71370.2
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Dewatering Pump with all lead and lift etc., 20 HP
220
-
118965
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Carting of Excavation earth of all type up to a diastance mentioned below and re-carting back to the same site by vehical incl.loading & un loading charges for to & fro with all lift andlabour, HOM of machinary etc.complete after obtaining the approval of the chief Engineer with all lead and lift etc., as directed by the Engineer incharge. Upto 1 Km
1491.6
-
321111.65
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1 Km to 2 Km
1491.6
-
357491.77
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Dismantling & Construction of Compound Wall :- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications with all lead and lift etc., as directed by Engineer incharge. iii) Dismantling Stone Masonry.B. Rubble stone masonry in cement mortar.
112.5
-
37603.12
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts complete as per specifications with all lead and lift etc., as directed by Engineer incharge. ii) Dismantling brick/Tile work B. In cement mortar.
112.5
-
37603.12
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Providing and constructing granite / Trap / Basalt size stone masonry in basement with Cement mortar 1:6, edges of stones chistle dressed in courses not less than 15 cms high, bond stones at two m. apart in each course including cost of materials, labour, curing complete as per specifications. As directed by Engineer incharge.
112.5
-
631904.62
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Providing and constructing burnt brick masonry with approved quality of non-modular bricks of standard size of class designation 5.0Newton per sqmm (table moulded) with cement mortar 1:6 for basement and superstructu/re including cost of materials, labour charges, scaffolding, curing complete with all lead and lift etc., as per specifications as directed by Engineer incharge.
112.5
-
738492.75
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Restoration of Tar Road :- Excavation for road work 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 with lead of 1.0Km and complete as per specifications with all lead and lift etc., as directed by Engineer incharge.
255
-
9957.75
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Construcion of Granular sub-base grading V as sub base drainage layer by providing coarse graded crushed stone aggregate of granite / trap / basalt material, mixing in a mechanical means plant at OMC, carriage of mxed material to work site, spreading in uniform layers with motor grader and prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications as directed by Engineer incharge.
187
-
344934.59
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Providing and applying Primer coat from 12.2 to 14.6 kg/10sqm for surface of high porosity over prepared surface of granular base with cut back MC 70 or any other bitumin mixed with diesel at 13kg/10sqm heated in bitumin boiler fitted with spray set ( excluding cleaning of road surface ) including cost of all materials, labour HOM of machinery complete with all lead and lift etc., as per specification as directed by Engineer incharge.
850
-
35615
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Providing and applying Tack in coat on the prepared black topped surfaces at 2.5kg/10sqm. Heating bitumin boiler fitted with spray set ( excluding cleaning of road surface ) including cost of all materials, labour HOM of machinery complete as per specification with all lead and lift etc., as directed by Engineer incharge.
850
-
10523
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Providing and laying Bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base/binding coarse including loading of aggregates with F.E loader hot mixing of stone aggregates and bitumin hot mix plant 40ton capacity, transportingthe mixed material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve desired density 50/75mm compacted thickness with 3.3 % bitumin but excluding cost of primer/tack coat with lead upto 1Km including cost of all material labour HOM of machinery, complete as per specifiaction- do with 60/70 grade bitumen as directed by Engineer incharge.
85
-
534070.3
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Providing and laying a seal coat sealing the voids in bituminous surface lay to the specified levels , grade and cross fall using type A & B seal coats. complete as per specification with all lead and lift etc., as directed by Engineer incharge.
850
-
46954
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Providing and laying in position plain cement concrete of mix M15 with cement @ 240kgs, with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, machine mixed, concrete laid in layers not exceeding 15cms. thick, well compacted, in foundation, plinth and cills, including cost of all materails, labour, HOM of machinery, curing complete as per specifications with all lead and lift etc., as directed by Engineer incharge.
25.5
-
138098.56
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Providing Thrust blocks and valve chambers:- Earth work 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 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 etc., with all lead and lift etc., complete as directed by Engineer incharge. -do- In all soils mixed with boulders up to 30 Cms. size and exclusive of disintegrated rock
323.4
-
29836.88
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-do- in disintegrated rock and soft rock and soft shale and medium hard rock comprising of lime stone, sand stone, hard shale schiest, fissured rock without resorting to blasting with all lead and lift etc., as directed by Engineer incharge.
270.9
-
33326.12
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Providing and laying cement concrete 1:2:4 proportion (excluding cost of reinforcement) with 20 mm and down size metal of approved gradation hard broken granite, trap, basalt or with any other approved hard aggreggate including cost and conveyance of all materials with all lead and lift and placing the same above or below ground level including plywood / steel form work, machine mixing, laying, tamping, curing, etc., complete including smooth finishing the exposed faces with CM 1:4 proportion 12 mm thick wherever necessary, etc., with all lead and lift etc., complete as directed by Engineer inchrage. For Anchor Blocks/Thrust Blocks.
270
-
1798200
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Labour charges for fabricating tor steel bars of all sizes for reinforcement of RCC works including conveying steel to workspot with all lead including cleaning straighting, bending, fabricating, placing in position, tieing as per design including cost of binding wire hoisting with all lead and lift etc., complete (Including cost of steel) as directed by Engineer incharge.
20.77
-
1145121.34
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Providing and laying in position plain cement concrete of M10 with OPC cement @ 220Kgs with 40mm and down size graded granite metal coarse aggregates @ 0.892cum and fine aggregate @ 0.465cum machine mixed concrete laid in layers not exceeding 15cms thick well compacted in foundation and plinth, cost of all materials, labour,HOM of machineries, curing complete as per specifications with all lead and lift etc., as directed by Engineer incharge.
20.14
-
103107.54
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregate @ 0.459cum withb superplastisiser @ 3ltr confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick viberated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels,retaining walls,return walls, walls (any thickness) including attached ers,columns,piers,abutments,pillars,posts,struts,buttresses,string or lacing courses, parapets,coping,bed blocks,anchor blocks,plain window,cills,fillets etc., including cost of all materials, labour,HOM of machinery curing complete as per specification with all lead and lift etc., as directed by Engineer incharge. For Raft
17.64
-
100117.58
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Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs with 20mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregate @ 0.459cum withb superplastisiser @ 3ltr confirming to IS 9103-1999 reaffirmed-2008 machine mixed, concrete laid in layers not exceeding 15cms thick viberated for all works in foundation plinth and ground floor level for roof slabs, staircase, lintels,retaining walls,return walls, walls (any thickness) including attached ers,columns,piers,abutments,pillars,posts,struts,buttresses,string or lacing courses, parapets,coping,bed blocks,anchor blocks,plain window,cills,fillets etc., including cost of all materials, labour,HOM of machinery curing complete as per specification with all lead and lift etc., as directed by Engineer incharge. For Side Wall
48.72
-
276515.23
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Providing and laying in position reinforced cement concrete of mix M15 with OPC cement @ 240kgs with 20mm and down size graded granite metal coarse aggregate @ 0.878 cum and fine aggregates @ 0.459 cum machine mixed concrete laid in layers not exceeding 15cms thick, viberated for all works in foundation plinths and ground floor level for roof slabs etc.,including cost of all materials, labour,HOM of machineries,curing complete as per specification.(excluding cost of steel) as directed by Engineer incharge. For Slab
17.64
-
95531.71
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Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications with all lead and lift etc., as directed by Engineer incharge. For Sides of Raft, Side wall, Covering slab.
808.5
-
277169.97
... More
Providing and fixing M.S. Inspection door of size 60 cms x 60 cms including M.S. frame, size 50x50x6 mm and shutters of 3mm thickness with hinges at top and locking arrangements painting with all lead and lift etc., complete as directed by Engineer incharge.
14
-
26991.86
... More
Construction of Pipe Supports :- Earth Work Excavation for foundation of building, culverts, water supply, sanitary lines and electrical counduits either in pits or in trenches 1.5m and above in width, In ordinary soil not exceeding 1.5 m in depth including dressing the bottom and sides of pits and trenches. stacking the excavated soil clear from edges of excavtion with lead upto 50 m after beaking of clods complete as per specifications with all lead and lift etc., as directed by Engineer incharge.
64.8
-
18450.5
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Providing and Filling in foundation with Granite/trap broken matal 100mm, and downsize, with approved sand including hand packing, ramming, watering, including cost of all materials and labour specification with all lead and lifts as directed by Engineer incharge.
8.5
-
18471.52
... More
Providing and laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs, with 20 mm and down size graded granite metal coarse aggregates @ 0.878cum and fine aggregates @ 0.459cum, with superplastisiser @ 3 Lts confirming to IS 9103-1999 Reaffirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick vibrated for all works in foundation plinth and ground floor level, for roof slabs, staircase, lintles, retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, buttressess, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window cills, fillets etc., including cost of all materials, labour, HOM of machinery, curing, complete, as per specification with all lead and lift etc., as directed by Engineer incharge. For footing & pipe support
16.7
-
94782.52
... More
Providing and removing centring, shuttering, strutting, propping etc., for columns, pillars, piers, abutments, post and struts, square / rectangular / polygon in plan including cost of all materials, labour complete as per specification as directed by Engineer incharge.
38
-
13027.16
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Trenchless technology :- Conducting Ground Penetrating Radar Survey in a corridor of 4-6 meter width to detect buried utilities like pipes, cables etc., in such corridor. Marking of the detected utilities on the map of corridor with information of locations and depths to the top of various utilities detected. Work to be conducted using 500MHz and 300MHz antenna for best possible resolution and penetration. Road Crossings without dividers and upto 30m width with all lead and lift etc., as directed by Engineer incharge. For 2 Crossings
2
-
59307.2
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Dewatering of pits or ground by dewatering pumps inclusive of all consumables diesel, oil, petrol and lubricants etc., and disposal of water in all types of soils with all lead and lift etc., as directed by Engineer incharge. For 5 HP
20
-
969.6
... More
Excavation for raming / jacking pits and receiving pit. The work inludes cutting of ashphalted / concrete surface, excavtion in all types soil and strata, dewaterring disposal of debris, refilling the trenches with consolidation, restoration of road surface to normal surface by concreting / Asphlating etc., complete. with all lead and lift etc., as directed by Engineer incharge. Size upto 5 x 3 Mtrs depth upto 4.00 Mtrs
2
-
331138.6
... More
Installation of Product pipe by manual jacking Method - Manufacturing, providing , tranporting, rolling, lowering, laying & joinring, testing, commissioning of ERW ( Electric Resistance Welded), SAW ( Submerged Arc Welded ) MS Pipe ( Fe-410 grade) conforming to IS 3589-2001 with latest amendments including perfect linking welding of joints to correct position including cost and conveyance of pipes nd materials with all lead., and lift cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of MS carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrosive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track/ NH/ BDA/BBMP/ Other roads/Existing utilities / NALA crossings, filing the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. The rates are inclusive of all taxes and duties. with all lead and lift etc., as directed by Engineer incharge. For 1600mm dia 16mm thick MS casing
100
-
7761749
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