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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.0 CrAdmitted-Finance KHASRA NO 4A LODHAI SHRI BAPUJI COMPLEX LODHAI SHAMSABAD ROAD AGRA | AGRA | UTTAR PRADESH | 282001 | -4.56% | ₹20.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹20.4 Cr+₹43.2 L (2.16%)Admitted-Finance | -2.50% | ₹20.4 Cr+₹43.2 L (2.16%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Bidder documents not opened |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Bidder dus not have required experince |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Fee not submitted |
Tender Value
₹21.0 Cr
EMD Value
₹21.0 L
Closing Date
30 Apr 2025, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Construction Circle UP Jal Nigam(Urban) Prayagraj
Surveying soil investigation engineering design and supply of all materials labour TandP etc complete required for completion of following works of Nagar Panchayat Pratapgarh City Re organization Water Supply Scheme Pratapgarh on turn key basis
2025_UPJNM_1027128_1
248/AMRUT 2.0/92 Date 08-04-2025
Open Tender
Civil Works
Turn-key
450 days
Pratapgarh City
Please refer Tender documents.
2 documents required · 2 mandatory
₹23,600
Executive Engineer CD(II) UP JN(U) Prayagraj
₹21.0 L
S E CC UP Jal Nigam(Urban) Prayagraj
23 Aug 2025
10 Apr 2025
30 Apr 2025
10 Apr 2025
30 Apr 2025
10 Apr 2025
16 Apr 2025
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 Works | |||||
| 1.01 | Pump House | - | - | - | - |
| 1.02 | Construction of Pump House-Cum-Chloronome of size 3.60 x 3.0 M x 3.0 & 1.80 x 2.5 x 3.0 M including supply of all materials, labour, T&P etc. required for proper completion of work as per departmental type design. | 6 | Job | 6,26,419.17 | ₹37,58,515.02 |
| 1.03 | R.C.C. OVER HEAD TANK | - | - | - | - |
| 1.04 | Construct RCC overhead Tank as per IS 3370-2(2009) : Code of Practice concrete structure for the storage of liquids , Part-2: Reinforced Concrete Structure.Supply all materials,labours and T & P etc. required at the site of work and construct R.C.C. over head tank above mentioned capacity and staging including the cost of construction of following appurtenant works.1m wide R.C.C. balcony around the tank.1m wide R.C.C. stair case from ground up to the balcony of the tank.Lightening conductor as per Indian electricity rules.Digital Water level indicator ISI Mark with SCADA Computation as per direction of Engineer-in-Charge.20mm. G.I. pipe (Medium quality) railing with 50 x50 x 6 mm. 1.2 m. high angle iron posts1.5 m. c/con both sides of the stair case (pipe in 3 rows),balcony (pipe in 3rows)and Top dome (pipe in 3 rows).50cm. wide M.S. ladder with 50x50x6 angle iron.60x60 cm. M.S. manhole cover (light pattern)with locking device and 20 mm. rungs at 25 cm. c/c/, from balcony to the top dome of the tank and from there to the bottom dome of the tank inside it. | - | - | - | - |
| 1.05 | Supply, erection, fixing in position and jointing of following D.I.D/F pipes with sluice valves and specials- (a). ISI marked D.I.D/F pipes, class 'A' as per IS-1537/1960
Inlet - 200 mm dia - 3 Nos. - 28m
Outlet - 400 mm dia - 23m
Over flow - 400 mm dia - 28m
Washout-100 mm-23m (b). ISI marked D.I.D/F sluice valves as per IS- 780/1969
Outlet - 400 mm dia - 23m
Washout - 100 mm - 1 No (c). ISI marked D.I.D/F specials as per IS 1538 | - | - | - | - |
| 1.06 | Clamping the vertical pipes with columns by clamps of 50 x 6mm. M.S. flat 1.5m c/c/ including the cost of all jointing materials such as nut bolts and washers etc.Painting the outer surface of OHT with two coat of weather coat-All Guard, (Premium Acrylic Smooth Exterior Paint with Silicon Additive) with one coat of priming coat of exterior primer over smooth base of white cement based wall putty such over the plastered wall surface to prepare the surface even and smooth including supply of all materials, labour, T&P etc. required for proper completion of the work.Painting of M.S. ladder, railing and vertical pipes with ISI marked enamel paint in 3 coats.Floor and apron at the ground level upto 15cm. beyond the entire projected area of the O.H.T. with 25mm. 1:2:4 P.C.C. over 75 mm., P.C.C. 1:4:8 as per deptt. specifications.Testing of tank for water tightness etc. for proper completion of the work. | - | - | - | - |
| 1.07 | Zone-1 (400 kl / 22 m) | 1 | Nos | 71,67,848.8 | ₹71,67,848.8 |
| 1.08 | Zone-2 (700 kl / 24 m) | 1 | Nos | 1,02,44,301.33 | ₹1,02,44,301.33 |
| 1.09 | RENOVATION WORKS FOR EXISTING OVER HEAD TANK | - | - | - | - |
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