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Updated dates
Tender Value
₹43.4 Cr
EMD Value
₹43.4 L
Closing Date
4 May 2026, 3:00 pmClosed
superintending Engineer, Const Circle, Jhansi,U P
Office of superintending Engineer, Construction Circle, Jhansi, U P
Mataundh Nagar Panchayat Re-orgination water supply scheme.
2026_UPJNM_1129407_1
384/F-03/61 Dated 11.03.2026
Open Tender
Civil Works - Water Works
548 days
Mataundh
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
Executive Engineer CD UP Jal Nigam (Urban) Banda
₹43.4 L
Jhansi
24 Mar 2026
24 Mar 2026
4 May 2026
24 Mar 2026
4 May 2026
24 Mar 2026
30 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 2INTAKE WELL | ||||||
| 3 | Detailed hydrological and geological survey, Site Survey, Testing for bearing capacity of soil, Design, obtaining necessary approvals and Construction of INTAKE structure / well (Capacity 18.50 MLD) Cum Pump House and Approach bridge ,Dewatering arregement, well sinking, Approach Channel Shoring for Coffer Dam including removal of coffer dam. Cost includes all material, Tools & Plants and labour complete for construction of said intake well. Cost includes all necessary river protection works and all necessary arrangements to ensure required raw water intake in all seasons (especially for Dry weather flow) complete in all respect as directed by Engineer –in-charge. | - | Nos | 0.73 | - | BI01010001010000000000000515BI0100001114 |
| 4WATER TREATMENT PLANT | ||||||
| 5 | Detailed Geographical and hydrological Survey, Site investigation, Testing for bearing capacity of soil, Designing, obtaining necessary approvals with Supply of all materials labour ,Tools & plants for Construction of Water Treatment Plant of 7 MLD capacity (Net out-put capacity i.e. excluding overloading,add 20 % overloading i.e 8.4 MLD) water treatment plant with PLC-SCADA based automation with space saver/ compact and efficient modern treatment technology with construction of MCWR 550 KL capacity. The Treatment Plant as per approved hydraulics essentially consists of the units for : Inlet Chamber, Pre-Sedimentation Unit, Settling Tank ,Venturi Flume ,Flash Mixer, Alum Solution, Tank Chemical House, high to ultra highrate clarifiers, Clarifloculator, high rate filtration unit, Rapid Graity Filters Back Wash Tank Air Blower Post Chlorination Inlet, Outlet , Back Wash Gutter , Troughs , Weirs Reuse of Back Wash Water Thickened Sludge Sump & Pump House Filterate Sump & Pump House Clear Water Sump for Backwash,Clear Water Outlet Chamber Sludge Drying Beds. All other required units. Cost includes all necessary Civil , E&M and SCADA works as per approved by competent authority complete in all respect as directed by Engineer –in-charge. | - | Nos | 0.51 | - | BI01010001010000000000000515BI0100001116 |
| 6OVER HEAD TANK | ||||||
| 7Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - soil testing, Ventilator and Water level indicator, Lightening conductor, C.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths, Sluice valve on inlet, outlet & washout pipe and Valve Chamber, Bye-pass arrangement of OHT, Flooring, Apran & Drain (100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3), Floor shall be 30 cm above the finished ground level of Campus, Two coat apex painting over one coat primer of approved colour after finishing of RCC surface with grinder, repair of pin holes, unevenness., Railings - G.I. Pipe railing around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome, Stair case (Seperate two column based RCC staircase and 1 m wide balcony with arrangement of M.S Gate and Jali), Food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, of capacity and staging mentioned as under: For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determind after soil investigation / 8 tonne/sqm whichever is less complete in all respect as directed by Engineer –in-charge. Note :- The bid price of Over Head Tanks is to be submitted considering net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. To accommodate for the additional cost required, in the eventuality of net safe allowable bearing capacity falling below 8 t/m2, the payment shall be made as extra item of work. | ||||||
| 8 | CPT TANK 50 KL, 10 M staging | - | Nos | 0.74 | - | BI01010001010000000000000515BI0100001119 |
| 9 | OHT of 1200 KL Capacity, 22 m staging (Zone 2) Inlet 250mm, Outlet 350mm, Over flow 250mm, Washout 100mm | - | Nos | 0.36 | - | BI01010001010000000000000515BI0100001120 |
| 10 | OHT of 1300 KL Capacity, 24 m staging (Zone 3) Inlet 300mm, Outlet 350mm, Over flow 300mm, Washout 100mm | - | Nos | 0.5 | - | BI01010001010000000000000515BI0100001121 |
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