Bengaluru Water Supply And Sewerage 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.
Costs
EMD
₹ 1,13,200Document Cost
Refer DocumentsTender Fee
₹ 1,420
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT1615Bid Award Id
ViewTender No
BWSSB/2024-25/WS/WORK_INDENT1615Tender Authority
Bengaluru Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
BOQ Items
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No.3 - Providing and installing sheet piling for both sides of the trenches for following depths with mild steel sheets of not less than 6.5mm thick, stronger knife edge, recessed spreader sockets, 3 inch single or double wall shields, to be designed by the contractor to withstand all types of soils, maximum depth as per the approved design drawings, including labour charges for installing and removiing the sheet piling at various reaches of sewer line constructions, including loading, unloading, transporting to the suitable location etc. complete with all lead and lifts. (Measurement shall be taken for one side only eventhough it is provided for both sides)
817.5
583
476602.5
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No.4 - Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey (a) 300mm dia RCC NP3 class pipe
523.4
1332
697168.8
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No.5 - Providing Bedding or Backfilling using approved stone dust / quarry dust of size not exceeding 5.6 mm for the pipe line trenches including watering and consolidation etc., complete with all lead and lifts as per specification and as directed by the engineer incharge, after obtaining the approval of the Chief Engineer
692.24
1499
1037667.76
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No.6 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
314.04
2559
803628.36
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No.7 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
923.89
85
78530.65
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No.8a - Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain andfinished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia: Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,(a) 1.6 M depth & SFRC cover & frame
2
41568
83136
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No.8b - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.70 M depth & SFRC cover & frame
2
43414
86828
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No.8c - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.80 M depth & SFRC cover & frame
3
44888
134664
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No.8d - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
1.90 M depth & SFRC cover & frame
1
48447
48447
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No.8e - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.10 M depth & SFRC cover & frame
1
63637
63637.2
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No.8f - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.30 M depth & SFRC cover & frame
1
69343
69343.6
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No.8g - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.60 M depth & SFRC cover & frame
1
77903
77903.2
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No.8h - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.80 M depth & SFRC cover & frame
1
83609
83609.6
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No.8i - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
2.90 M depth & SFRC cover & frame
1
86462
86462.8
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No.8j - Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. ,
3.00 M depth & SFRC cover & frame
5
89316
446580
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No.9 - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means
523.4
41
21459.4
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No.10 - Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respect (i)) Dense Graded Bituminous macadam Grading - i for traffic is less than 20 m Sa
52.34
8856
463523.04
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No.11 - Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification
52.34
10705
560299.7
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No.12 - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Tack coat on Bituminous surface
523.4
12
6280.8
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