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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.1 Craccepted-aoc | ₹7.1 Cr | accepted-aoc |
Tender Value
Refer Docs
EMD Value
₹10.9 L
Closing Date
7 Mar 2026, 11:00 pmClosed
Bengaluru Water Supply And Sewerage Board
Bindhu T
9980402920
Work of Providing & Laying 1200mm RCC NP3 Trunk Sewer Pipeline from 9th Main road to 35th main, Jai Maruthi Nagar further linking to Mailasandra STP
BWSSB/2025-26/WS/WORK_INDENT3259
BWSSB/2025-26/WS/WORK_INDENT3259
Open
Water supply/sewage lines
Two Tender Document System(Two Cover)
BWSSB Chief Engineer WWM West Bengaluru
7 documents required · 7 mandatory
Liquid assets and /or availability of credit facilities of no less than Rs. xxxxxx Lakhs (estimated cash flow for 3 months of peak construction period)
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded
List of Financial Resources with Certificates
To qualify for award of this contract, each Tenderer in its name should have the below mentioned eligibility criteria in the last five financial years i.e., 2020-21 to 2024-25.As a Prime Contractor, the tenderer should have satisfactorily completed at least one similar nature of UGD work of value not less than Rs.428.15 lakhs.
To qualify for award of this contract, each Tenderer in its name should have the below mentioned eligibility criteria in the last five financial years i.e., 2020-21 to 2024-25.b)Should have executed in any one financial year, a minimum quantity of :i)729.00 Rmt of 1200mm dia and above RCC NP-3 class sewer.ii)90 Rmt of 1600mm dia and above MS casing pipe through Trenchless Technology.iii)1012 Cum of RCC.
To qualify for award of this contract, each Tenderer in its name should have the below mentioned eligibility criteria in the last five financial years i.e., 2020-21 to 2024-25.Should have achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.1712.58 lakh.
Liquid assets and /or availability of credit facilities of not less than Rs.285.43 lakh (Credit lines/letter of credit/certificates from Nationalised /Scheduled banks in India for meeting the fund requirement etc.)
Assessed Available Tender Capacity: (A xN x1.5 - B) greater than or equal to Rs.856.29 lakh where A equal to Maximum value of civil engineering works executed in any one year during the last five years (updated to 2025-26 price level at 10percent per year) taking into account the completed as well as works in progress. N equal to Number of years prescribed for completion of the works for which tenders are invited. B equal to Value at 2025-26 price level of existing commitments and on-going works to be completed during the next 12 months.
FORM OF TENDER
ALL TERMS AND CONDITIONS ARE AS PER BID DOCUMENT
registration certificate
₹5,000
₹10.9 L
7 Mar 2026
6 Feb 2026
9 Mar 2026
20 Feb 2026
20 Feb 2026
Work of Providing & Laying 1200mm RCC NP3 Trunk Sewer Pipeline from 9th Main road to 35th main, Jai Maruthi Nagar further linking to Mailasandra STP
Demolishing RCC Work Manually by Mechanical means including staking of steel bars and disposal of unserviceble material to the appropriate disposal area as per the directions of Engineer in charge.
Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry cement concrete wood work steel work including T and P and scaffolding wherever neces...
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 shori...
In all kinds of soils Depth exceeding 1.50m but not exceeding 3m
In all kinds of soils Depth exceeding 3 m but not exceeding 4.5m
In all kinds of soils Depth exceeding 4.5 m but not exceeding 6 m
Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications including setting out construction of shoring strutting barricading caution lights bracing u...
Ordinary or soft rock without requiring blasting Depth exceeding 1.50m, but not exceeding 3m
Ordinary or soft rock without requiring blasting Depth exceeding 03m, but not exceeding 4.5m
Ordinary or soft rock without requiring blasting Depth exceeding 4.5m, but not exceeding 6m
Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification including setting out construction of shoring strutting cost of blasting materials barricadin...
Hard rock blasting prohibited Depth exceeding 1.50m, but not exceeding 3m
Hard rock blasting prohibited Depth exceeding 3m, but not exceeding 4.5m
Hard rock blasting prohibited Depth exceeding 4.50m, but not exceeding 6m
Providing, erecting and removing casurina pole three tierbarricading using poles of 7.5 to 10 cms dia. and 1.5M height above ground fixed vertically at intervals of 2.0 to 2.5 M centre to centre and h...
Refilling available earth around trenches/pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5 m I...
Supplying, fitting and placing TMT FE 550 550D Steel Reinforcement including cost of all materials machinery labour cleaning straightening cutting bending hooking laping welding joints tying with bin...
Providing and installing sheet piling for both sides of the trench for following depths with Mild Steel Sheets not less than 6.5mm thick stronger knife edge recessed spreader sockets 3" single or dou...
3 to 6 mtrs Depth
Providing S&S RCC SPUN VIBRATED CAST PIPES REINFORCED pipes NP3 Class conforming to IS 458 1988 with latest amentments using ordinary portland cement for sanitary works and conveying to work site rol...
For 300mm dia pipe
For 900mm dia pipe
For 700mm dia pipe
Construction of RCC Machinehole chambers of 1:1.5:3 proportion or approved type Castinsitu Precast RCC Machinehole chambers constructed using form vibrators of standard type with barricading danger li...
For every additional 0.1m upto 3m
Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 3.0 M depth and SFRC Cover and frame
For every additional 0.1m upto 4m
Constructing Pre-cast RCC Machinehole 1.5 m internal dia. , 4.0 M depth and SFRC Cover and frame
For every additional 0.1m upto 5m
Constructing Pre-cast RCC Machinehole 1.2 m internal dia. , 2.0 M depth and SFRC Cover and frame
Providing and fixing DROP ARRANGEMENT with following dia HDPE grade PE 100 pipes conforming to PN 6 as per IS 4984 1995 with latest amendments vertical drop pipe with MS fastenings at 300mm C/C with s...
Connecting the existing lateral connections to the proposed existing Sewer Mains including earth work excavation in all soils lowering laying barricading dewatering jointing RCC NP3 Class pipes refil...
Dewatering the sewage storm water by using reqired HP submersible pump for the diversion of storm sewage during the execution of work Considering for one Pump. 10 HP pump.
Providing filling and laying of sand bags filled with sand clay for the plugging diversion of sewage from manholes including all the safety apparatus complete with all lead and lift
Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc....
Spreading of Stone Dust Supplying and providing stone dust in the station yard or wherever required including watering ramming consolidating and dressing The rate includes the cost of material labour...
Providing and laying in position Reinforced cement concrete for all Sub structures of building Irrigation works Sub structure works of bridges Drain works and other parallel works from 0.50m to 3.50 m...
Additionalities for Formwork, Centering and Scaffolding Foundation Sub structure of Cross drainages
M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Additionalities for Formwork, Centering and Scaffolding Foundation Sub structure of Cross drainages
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement conrete, wood work, steel work, including T&P and scaffolding wherever nece...
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 20 mm nominal size upto ...
Providing and Filling in foundation with granite trap broken metal 100mm and down size with approved M Sand including hand packing ramming, watering including cost of all materials and labour with al...
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
Excavating of ramming jacking driving pit and receiving pit of size 5.00m length x 3.00m breadth up to 6.00 m depth in all soil strata including shoring and strutting including cutting of Asphalt/CC/M...
Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW Electric Resistance Welded SAW Subme...
Desilting of sewerlines by mechanical jetting Sucking Grabber Scrap per etc means setting up the over pumping arrangements rodding and islodging of accumulative silt from the pipeline removal of silt...
Evaluating pipe line condition through inline Closed Circuit Television Camera CCTV to assess the internal condition and material accumulation,including size of sewer invert levels and other physical...
Providing pressure machinehole cover and frame in DI with SS 304 Nut Bolt arrangment with steel inserts for the machinehole in storm water drain with necessary arrangements and complete in all respect...
Providing and fixing SFRC frames and cover confirming to IS 12592 Part-I 1988 and IS 12592 Part-II1991 with latest amendment including cutting slabs to the required size for the opening and fixing the...
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