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Tender Value
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EMD Value
₹90,000
Closing Date
8 Oct 2026, 4:00 pm6d left
Bengaluru Water Supply And Sewerage Board
venkataravanappa
Tender for the work of providing and laying 300mm dia RCC pipeline in place of damaged/silted 150mm dia SW line at TC Palya main road and surrounding area coming under KR pura service station of AEE(E)-1-3 sub division
BWSSB/2026-27/WS/WORK_INDENT3448
BWSSB/2026-27/WS/WORK_INDENT3448
Open
Water supply/sewage lines
Electronic Documents, First(One Cover)
BWSSB Executive Engineer East One
7 documents required · 5 mandatory · 2 optional
₹1,120
₹90,000
30 Sept 2026
30 Sept 2026
5 Oct 2026
Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately, By Mechanical Means Bituminous course
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.
Depth exceeding 1.5 m, but not exceeding 3 m
Depth exceeding 3 m, but not exceeding 4.5 m
Providing 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 arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey :300mm dia
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
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.
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:
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work
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
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:
Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work.
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Book1.xlsx
Others - scheduleb • 0.01 MB
tc palya kr puram.docx
Tender Document • 0.45 MB
Drawing tc playa.pdf
Others - Drawing • 0.58 MB
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