Bengaluru Water Supply And Sewerage Board Tender
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The BWSSB has issued a formal invitation for competitive bids for the Bengaluru Water Supply And Sewerage Board project, for Work Of Providing And Laying Of 150mm Dia Di Water Line Along 9th Cross, From 24th Main To 20th Main Near Durga Parameshwari Temple, Jp Nagar 2nd Phase Coming Under Jp Nagar 3rd Phase Service Station Of Aee(s)-2-1 Sub Division in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 10,33,025. The bid opening date for this tender is 11-11-2024 and the last date for bid submission is 19-11-2024. Interested bidders for Bengaluru Water Supply And Sewerage Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Bengaluru Water Supply And Sewerage Board - BWSSB Tender
Opening Date11 Nov 2024
Closing Date19 Nov 2024
Tender Amount₹ 10,33,025.15
Costs
EMD
₹ 25,900Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
BWSSB/2024-25/WS/WORK_INDENT1668Bid Award Id
ViewTender No
BWSSB/2024-25/WS/WORK_INDENT1668Tender Authority
Bengaluru Water Supply And Sewerage Board ViewPurchaser Address
-Website
http://kppp.karnataka.gov.in
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Documents
Others - drawing
BOQ Items
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No.6 - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications
112.65
160
18024
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No.2 - Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm 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 complete in the following strata. All kinds of soils. Depth upto 1.50 m.
117.6
262
30811.2
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No.3 - Providing and laying Ductile Iron pipes of class conforming to IS 8329:2000 with latest amendments, conveying to work site, 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, cutting of pipes wherever necessary, jointing with DI specials (excluding cost of specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost to include soap solution, soft soap, waste etc. and giving necessary hydraulic test to the required pressure as per ISS with all lead and lifts and cost of all jointing materials. (The contractor will make his own arrangements for water for testing. Earth work excavation in trenches to be measured and paid for seperately) Note: In sewerage projects for internal cement mortal lining ( CML ) of DI pipes, if High Alumina Cement ( HAC ) as recommended in Annexure B clause 16.3 of IS8329:2000 is considered in place of Slag or Sulphate Resistance Cement ( SRC ), the cost of pipes may be increased by 5-6% from the prices listed.
150mm dia pipe
280
2371
663880
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No.13 - 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 clause No. 507 complete in all respects. Bituminous Concrete Grading I for traffic lesser than 20 MSA.
8.4
10705
89922
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No.4b - collar 150mm dia
4
4102
16408
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no.4c - collr 100mm dia
4
2287
9148
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No.7 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
4.95
85
420.75
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No.12 - Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3percent by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Bituminous Macadam Grading - I for traffic lesser than 20 MSA.
8.4
7536
63302.4
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No.8 - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. For Grading -III Material.
16.8
2511
42184.8
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No.4 - Providing and fixing DI MJ specials such as branches and bends suitable for DI K7 and K9 pipes and CI LA class pipes, as per IS 13382 with latest amendments with complete accessories and fixing at site excluding earth work but including loading, unloading, freight charges etc. complete for: Branch 150 x 100mm
3
2322
6966
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No.11 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface. Tack coat on Granular surface treated with primer.
168
14
2352
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No.5 - Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should 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, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete.
For sluice Valve of PN 16.0 and 150mm
1
21150
21150
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No.9 - 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.
16.8
2559
42991.2
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