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Tender Value
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EMD Value
₹1.2 L
Closing Date
8 Oct 2026, 4:00 pm
Bengaluru Water Supply And Sewerage Board
venkataravanappa
Tender for the Work Of Replacing 150mm dia SW pipeline by 300mm dia RCC NP3 pipeline at TC PALYA Main Road near Shriram Gas Agency to M V Nagar 19th cross under RMN Service Station OF AEE(E)-1-3 Sub division-General
BWSSB/2026-27/WS/WORK_INDENT3449
BWSSB/2026-27/WS/WORK_INDENT3449
Open
Water supply/sewage lines
Two Tender Document System(Two Cover)
BWSSB Executive Engineer East One
9 documents required · 5 mandatory · 4 optional
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Executed in any one year the following minimum quantities of work (Cement Concrete - xxxx cum, Earthwork - xxxx cum, etc) (80% of peak rate of construction)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)
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
List of Financial Resources with Certificates
The tenderer should have in the last 5 years period achieved in at least two financial years an average annual financial turnover of rupees not less than Rs.71.74 lakhs.Turnover, Profit & Loss account, Balance sheet statement certified / audited by a Chartered Accountant is mandatory and UDIN No. to be submitted.
The tenderer should have satisfactorily completed one similar work such as providing and laying of UGD pipeline to an extent of 50% of the cost of this work) Rs.35.87 lakhs.
Satisfactorily should complete, as prime contractor, at least one similar work such as providing & laying of SW pipeline and Above of 230mm dia for 618 rmt in a continuous 12 months and providing & laying of SW pipeline and Above of 300mm dia for 694 rmt and above completed in all respects including commissioning in a continuous 12 months
The Tender must be registered in BWSSB or registration Equivalent with KPWD/CPWD etc., & shall furnish valid registration certificate which is in currency.
Assessed available tender capacity should be AN2.5-B should be greater than 71.74lakhs.A is Maximum value of Civil Engineering works executed in any one year during the last five years taking into account the completed as well as works in progress N is Number of years B is Value of on-going works
Liquid assets and/or availability of credit facilities of not less than Rs.21.52 lakhs (credit lines/letter of credit/ certificates from banks for meeting the fund requirement etc.).
₹1,520
₹1.2 L
30 Sept 2026
30 Sept 2026
9 Oct 2026
5 Oct 2026
Estimate for the work of Replacing 150mm dia SW pipeline by 300mm dia RCC NP3 pipeline at TC PALYA Main Road near Shriram Gas Agency to M V Nagar 19th cross under RMN Service Station OF AEE(E)-1-3 Sub Division
Sl Particulars Total Qty Unit
1 Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately, By Mechanical Means Bituminous course 262.336 Cum
2 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 shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 soil depth upto 1.5m 1302.882 Cum
2a Depth exceeding 1.5 m, but not exceeding 3 m 209.358 Cum
3 Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal for 230mm dia 772.400 Rmt
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. for 300mm dia 867.200 Rmt
5 Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangementswith base, riser of min. 0.42 m depth which includes earth work,fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,softrock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. woodwork, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 163.000 No:s
6 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. Including cost of all labour complete as per specifications 1418.839 Cum
7 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. 262.336 Cum
8 Conducting Topographical GIS survey for the proposed Water Supply UGD scheme to the city / town with latest total station survey equipments. The work shall include collection of field data from local body, conducting detailed survey showing the all important land marks, existing water supply lines, sewer lines, all roads, levels, nature of roads, L-section survey for transmission main/ feeders/sub-feeder/ rising main from Jack well to WTP and WTP to OHT's and distribution network inlcuding clearing the obstructions, with all survey staff required covering all the developed & newly developed layouts or L-section survey for Sub-Main/Mains/Trunk Sewer/Rising main from wetwell to STP inlcuding clearing the obstructions, with all survey staff required covering all the developed & newly developed layouts with submission of Soft copy of drawings along with source file and Hard Copy in 3 sets for the following: water supply/sewage line 1639.600 m
9 Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work 93.400 Cum
10 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 ;10hp 10.000 hr
11 Dismantling the damaged or collapsed Machinehole ,conical in shape,and reconstructing the same for the same dimensions, with machinemade wire cut brick in CM 1:4 with ordinary portland cement etc. asper design and specifications. The existing ring, cover and CC beedingto be used. For 1.2M dia: 57 No:s
12 Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work 200 No:s
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dtp_tc palya sriramgas.docx
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