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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.3 CrAdmitted-Finance KHASRA NO 4A LODHAI SHRI BAPUJI COMPLEX LODHAI SHAMSABAD ROAD AGRA | AGRA | UTTAR PRADESH | 282001 | -25.07% | ₹22.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹22.8 CrAdmitted-Finance | -23.24% | ₹22.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹23.1 CrAdmitted-Finance WARD NO 19 BRAHMNAGAR GAFI NO 2 ROBERTSGANJ DIST SONBHADRA | ROBERTSGANJ | SONBHADRA | UTTAR PRADESH | -22.22% | ₹23.1 Cr | L3 | Admitted-Finance |
| 4 | L4₹24.7 CrAdmitted-Finance 1 13 16 G KHAPARADEEH KOTHI CAMPUS CIVIL LINES AYODHYA UTTAR PRADESH 224001 | AYODHYA | AYODHYA | UTTAR PRADESH | 224001 | -16.99% | ₹24.7 Cr | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Disqualified due to submission of Annexure-3 and 4 not in accordance with the NIT conditions |
Tender Value
Refer Docs
EMD Value
₹29.8 L
Closing Date
20 Apr 2026, 5:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER, CONSTRUCTION CIRCLE, U P JAL NIGAM (URBAN), 4/4, SANJAY PLACE, AGRA
Fatehabad Nagar Panchayat Water Supply Scheme
2026_UPJNM_1129411_1
416/V-14/76 - FATEHABAD W/S SCHEME
Open Tender
Water Supply
365 days
FATEHABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
EE. CONST. DIVISION-I, U P JAL NIGAM (U), AGRA
₹29.8 L
AGRA
2 Jun 2026
23 Mar 2026
21 Apr 2026
23 Mar 2026
20 Apr 2026
23 Mar 2026
28 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 |
|---|---|---|---|---|---|
| 1Design, Supply of all materials, labour, T&P etc required for construction of Intz type RCC Over Head Tank including various works like - 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 with Apran & Drain( min.100 mm thick PCC of 1:2:4 & 100 mm thick RCC of 1:1.5:3 with nominal reinforcement), Floor level shall be 60 cm above the finished ground level of Campus, Three 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 for 600 KL OHT & 1.0 m wide stair case around OHT column for 250 kl OHT), 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. 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. | |||||
| 1.1 | 1450 KL OHT At Zone-I Shivaji Nagar | 1 | No. | - | - |
| 1.2 | 1150 KL OHT At Zone-II Purani Galla Mandi | 1 | No. | - | - |
| 2Design, 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, 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. | |||||
| 2.1 | 375 KL CWR At Zone-I Shivaji Nagar | 1 | No. | - | - |
| 2.2 | 350 KL OHT At Zone-II Purani Galla Mandi | 1 | No. | - | - |
| 3 | Construction of Meter Room as per type design (Size - 4m x 4m x 4m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. | 2 | No. | - | - |
| 4 | Construction of Panel Room as per type design (Size - 5m x 5m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. | 2 | No. | - | - |
| 5 | Construction of Chlorinating Room as per type design (Size - 6m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. | 2 | No. | - | - |
| 6 | Construction of SCADA Control Room as per type design (Size - 10m x 4m x 4 m) including supply of all materials, labour, T&P etc. required for proper completion of the work as per the directions of Engineer-in- charge. | 1 | No. | - | - |
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