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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.0 CrAdmitted-Finance | -16.11% | ₹33.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹34.5 CrAdmitted-Finance | -12.15% | ₹34.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹34.6 CrAdmitted-Finance | -12.11% | ₹34.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹35.0 CrAdmitted-Finance | -11.00% | ₹35.0 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical The tender document does not Fullfill all the criteria of tender document |
Tender Value
₹39.3 Cr
EMD Value
₹39.3 L
Closing Date
27 Feb 2026, 3:00 pmClosed
Office of The Superintending Engineer Construc DIV
Office of The Superintending Engineer Construction Circle U P Jal Nigam Urban Jhansi
As Per Attatched tender document
2026_UPJNM_1109914_1
NIT NO 69/ F-03 / 08 Date 20/01/26
Open Tender
Civil Works - Water Works
Turn-key
730 days
Chirganv
As Per Attatched tender document
2 documents required · 2 mandatory
₹23,600
Executive Engineer Construction Division Jhansi
₹39.3 L
Yes
Jhansi
6 Apr 2026
28 Jan 2026
27 Feb 2026
28 Jan 2026
27 Feb 2026
28 Jan 2026
28 Jan 2026 - 1 Feb 2026
2 Feb 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 |
|---|---|---|---|---|---|
| 1Civil Work | |||||
| 1.01 | INTAKE WELL 6.0 M DIA | - | - | - | - |
| 1.02 | Survey, Soil investigation, Design, Supply of all materials, labour, T&P etc. required for construction, of Intake- well - cum - pump house of 6.0 m. internal dia. The intake well upto floor level shall be firmly based on suitable foundation made with open technology and Annular raft foundation, including construction of 1.0 m. wide R.C.C. balcony at plinth level, construction of Pump House made of R.C.C., fitting of Rolling Shutter and windows, making opening arrangement at floor level of pump house (6.00 m. dia ), duly supported on IS MB 500. plateform for transformer ,meter room and HT pannel room,LT pannel Ventilator arrangement along with fixing of 300 mm. dia. DI K-9 pipes and Sluice Valves etc. as per site requirement or as per the design. The work also includes 20 mm. dia. G.I.Pipe (medium) railing in three rows on both sides of stair and balcony and fixing of 0.5 m. wide S.S. ladder made of 50 x 50x 6mm. angle S.S. ladder from floor of pump house to floor of intake well, duly supported on R.C.C. landing at suitable interval. The ladder shall run spirally inside the intake well and each landing shall be supported on R.C.C. M.S. channel post, spaced not more than 1.5 m. interval including Construction of R.C.C. foundation block as required. The floor of pump house & balcony shall be of Kota Stone and etc. complete. Frames for doors shall be made of 50x50x6 mm. M.S. angle iron and ionized and shall be partly panelled and glazed, made of suitable steel sections, conforming to relevant BIS. The work also includes painting of all concrete surfaces with three coats of approved cement paint and painting of pipes, doors, windows with anticorrosive paints including design of intake well, foot bridge, pump house etc. considering seismic and other forces as per relevant BIS requirements.erection, completion, testing & commissioning of Intake well. complete as per the direction of Engineer In charge. | 1 | No. | 2,36,67,986.5 | ₹2,36,67,986.5 |
| 1.03 | Detailed Survey, design and Drawing, Construction of R.C.C. Foot Bridge 4.0 m wide and 80.0 m long (length will be vary as per site requirement) as per BIS requirement and Making arrangement inside the Parichha Dam ( in Betava River) reservoir by Excavation of foundation (open /sinking) in all type of soil and rock below bottom of Dam for raft / pile foundation as required with making of coffer dam arrangement and sealing the required area with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach road, temporary bund sheet piling etc. as required at the time of laying foundation under water, R.C.C Foot Bridge with 32 mm Dia G.I. Pipe Railing 1.2 m height in three Rows both side, Bridge sustained for loading up to Dead Load of running pipe line and pumps and live load of vehicles for operation & maintenance purpose, floor of foot bridge shall be stone chequered tile and Foot Bridge should be meet out following requirement (4.0 mts. wide R.C.C Foot bridge from Intake well to bank of river for length of 80 mts. Design and Drawing approved by competent authority and Design vetted by Reputed Govt. Engineering College. | 80 | Mts | 1,72,710 | ₹1,38,16,800 |
| 2CONSTRUCTION OF 5.15 MLD CAPACITY WATER TREATMENT PLANT Survey, Soil investigation, (including topographical survey, geotechnical investigation and other Surveys as required) for Design and Drawing, Supply of all materials, labour, T&P etc. required for construction,of specified capacity (5.15 MLD) of WTP based on 20 Hrs. operation (5.15 MLD +20%) Extra over loading capacity including inlet chamber, aeration fountain / cascade, inlet channels including mechanical/manual fine/coarse screens, flash mixer, mixing channel with Parshall flume and flow measuring arrangement, clariflocculator with conventional, filter house and filter plant including back wash tank and back wash pumps with 100% standby, chemical house, coagulant feed tank with feed mechanism, poly aluminium chloride (PAC) or other coagulant tank of specified capacity and nos. with mixing and dosing arrangement complete, vacuum feed gas chlorinator with 100% standby, sludge handling unit and recycling of collected water from sludge etc. complete,All WTP scada Oprated external and internal electrification, laboratory building with all specified lab equipment, Admin building, Quarter (One no.) Scada room and sub station building, sanitary block with necessary water supply and drainage arrangement, campus roads, landscaping and other campus development works, rain water harvesting, etc. all required works complete as per the direction of Engineer-in-Charge.The WTP shall be fully automatic based on PLC/SCADA with real time remote monitoring system and online contineuous effluent monitoring system. | |||||
| 2.01 | All above units complete as per design and drawings approved by the engineering -in-charge. | 1 | No. | 3,70,60,687.5 | ₹3,70,60,687.5 |
| 3RCC CWR; Detailed Survey, Design and Drawing, supply of all material, labour, T&P etc. required for construction of Ractangular, R.C.C Clear Water Reservoir cum pump house including various works like 1 m wide stair case with stainless steel hand railing to go inside reservoir, sump below the pump house area, stainless steel railing over the R.C.C slab of reservoir, Granular texture finish on exterior surface of pump house, gantry beam, food grade epoxy coating of FOSROC / Ciba-Geigy or reputated brand on inside surface area of water container after testing for water tightness, kota ston floring,bypass arangment ,and soil testing for Bearing capacity of capacity mentioned as under: Note : The bid prices of Clear Water Reservoir / Pumping Stations are to be submitted considering the depth of excavation may extend up to 6 m BGL. Design and Drawing approved by competent authority and Design vetted by Reputed Govt. Engineering College including Soil testing | |||||
| 3.01 | 600 KL MCWR | 1 | No | 77,71,950 | ₹77,71,950 |
| 3.02 | Costruction of Scada Room (10mx4mx4m) | 1 | No | 8,49,546.1 | ₹8,49,546.1 |
| 4Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.Construction of Over Head Tank: Detailed Survey, Design and Drawing, Soil Testing and Construction of RCC Overhead Tank ( RCC mix grade as per latest IS Specification.) on Raft and pile cum raft foundation (Keeping the minimum foundation depth to be 2.5 m below natural ground level) at the site of work as per site condition of different of capacity mentionedand staging capacity including Excavation of foundation in all type of soil or rock as required with continuous bailing out of water, including cutting of rock with special T&P, making temporary approach road ,Ventilator at top dome, and Water level indicator, Lightening conductor, D.I. D/F Verticle pipes (Inlet Pipe, Outlet Pipe, Overflow Pipe & Washout Pipe), duck foot bend, puddle collers and bell mouths,Reputed make Sluice valve scada compitable 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 -Mild Steel railing 100 cm hight minimum weight 65 Kg per Meter consist of minimum 6 mm thick flat and 12mm square bar top of C channel around stair case (both sides), balcony & top dome periphery, S.S ladder from opening of top dome to bottom dome inside tank, Stair case (Seperate two column based RCC staircase and 1 m wide balcony with arrangement of M.S Gate with cage), Food grade epoxy coating of FOSROC / Cika-Geigy or reputated brand on inside surface area of water container after testing for water tightness and site development ( PLANTATION AND Placing The GRASS up to 100 SQM) all complete as per direction of Engineer in charge. Design and Drawing approved by competent authority and Design vetted by Reputed Govt. Engineering College. | |||||
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