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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹2.2 Cr+₹44.7 L (24.9%)Rejected-Finance B 1203 VRINDA RESIDENCY BARIATU ROAD RANCHI JHARKHAND 834009 | RANCHI | RANCHI | JHARKHAND | 834009 | ₹2.2 Cr+₹44.7 L (24.9%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹2.6 Cr+₹78.6 L (43.8%)Rejected-Finance HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | ₹2.6 Cr+₹78.6 L (43.8%) | L3 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | arics infrastructure L2 | PATEL CONSTRUCTION CO L3 | Ranchi Construction Company L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE "A" Part-I (Building/Structures) (To be quoted by the tenderer) | ||||||
| 2.00 | Item No 01 : Design and construction of RCC OVER HEAD WATER TANK of 60000 gallons capacity staging height 18 m, Intz type OH tank, including staircase to reach upto staging level and ladder upto top of tank as per reference drawing soil bearing capacity report, design basis report, tender documents and as directed by Engr-In-Charge | 1 | Lump sum | 1,11,00,000 ₹1,11,00,000 | 1,10,00,000 ₹1,10,00,000 | 99,00,000 ₹99,00,000 Lowest |
| 3.00 | Item No 02 : Design and construction of RCC OVER HEAD WATER TANK of 25000 gallons capacity staging height 18 m, Intz type OH tank, including staircase to reach upto staging level and ladder upto top of tank as per reference drawing soil bearing capacity report, design basis report, tender documents and as directed by Engr-In-Charge | 1 | Lump sum | 67,00,000 ₹67,00,000 | 1,00,00,000 ₹1,00,00,000 | 46,50,000 ₹46,50,000 Lowest |
| 4.00 | Sch 'A' Part-II (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. | 1 | Lump sum | 4,00,000 ₹4,00,000 Lowest | 5,76,810 ₹5,76,810 | 4,00,000 ₹4,00,000 Lowest |
| 5.00 | Sch 'A' Part-III (Demolition) Lump sum price worked out by the contractor for (Demolition) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. | 1 | Lump sum | 6,00,000 ₹6,00,000 Lowest | 6,25,000 ₹6,25,000 | 6,00,000 ₹6,00,000 Lowest |
| 6.00Note for Srl No 3 to 5 The percentage above / below the SSR -2020 (part-II) rates shall be derived from the amount quoted by the contractor against Srl No. 3 to 5 by comparing it with the amount inserted / pre- priced by the department and the same shall be applicable for the items of respective schedule | ||||||
| 7.00Schedule 'A' Part-IV (Miscellaneous items of works) | ||||||
| 8.00External Water supply | ||||||
| 9.00 | Item No 03 : M&L for centrifugally cast (spun) ductile Iron ISI marked with socket and spigot ends confirming to IS 8329/2000 for water supply line in standard length of 5.5/6 mtr of classification K-9 suitable for push on joint (rubber gasket DI joiting) with cement mortar lining inside the pipe with outside zink caating as per IS 8239/2000 induding M& L for push o joit laid in trenches and testing complete all as specified and directed of size 150 mm (6") dia ind cutting welding, grinding and jointing complete all as specified and directed. | 600 | RM | 2,600 ₹15,60,000 | 3,000 ₹18,00,000 | 2,100 ₹12,60,000 Lowest |
| 10.00 | Item No 04 : M&L for cetrifugally cast (spun) ductile iron ISI marked with flange joint confirming to IS 8329/2000 for water supply line in standard length of 3 mtr of classification K-9 suitable for flange joint (rubber gasket DI joiting) with cement mortar lining inside the pipe with outside zink coating as per IS 8239/2000 induding M& L for flange joint laid vertically and testing complete all as specified and directed of size 150 mm (6" dia incl cutting .welding, grinding and jointing complete all as specified and directed. | 216 | RM | 4,800 ₹10,36,800 | 4,000 ₹8,64,000 | 2,200 ₹4,75,200 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹3.0 L
Closing Date
18 May 2026, 6:00 pmClosed
Chief Engineer Jabalpur Zone
HQ Chief Engineer Jabalpur Zone Ridge Road Jabalpur Cantt 482001
PROVN OF RCC OH TANK 60000 GLN CAP 01 NO IN LITCHI BAGAN AREA 25000 GLN CAP IN INF BATTALION LOCATION CONNECTED PIPE LINES AT RANCHI
2026_MES_760185_1
753028A PROVN OF RCC OH TANK 60000 GLN CAP IN LITCHI BAGAN AREA 25000 GLN CAP IN RANCHI
Open Tender
Civil Works
Lump-sum
365 days
RANCHI
AS PER NIT
8 documents required · 8 mandatory
₹2,000
GE RANCHI
₹3.0 L
Yes
17 Aug 2026
13 Apr 2026
25 May 2026
13 Apr 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE "A" Part-I (Building/Structures) (To be quoted by the tenderer) | - | - | - | - |
| 2 | Item No 01 : Design and construction of RCC OVER HEAD WATER TANK of 60000 gallons capacity complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. | - | Lump sum | - | - |
| 3 | Item No 02 : Design and construction of RCC OVER HEAD WATER TANK of 25000 gallons capacity complete all as specified in soil bearing capacity report, design basis report, drawings and tender documents. | - | Lump sum | - | - |
| 4 | Sch 'A' Part-II (External Water supply) Lump sum price worked out by the contractor for (External Water supply) as listed in Schedule 'A' Part-II against the lump sum price inserted by the MES. | - | Lump sum | - | - |
| 5 | Sch 'A' Part-III (Demolition) Lump sum price worked out by the contractor for (Demolition) as listed in Schedule 'A' Part-III against the lump sum price inserted by the MES. | - | Lump sum | - | - |
| 7 | Schedule 'A' Part-IV (Miscellaneous items of works) | - | - | - | - |
| 8 | External Electric supply | - | - | - | - |
| 9 | Item No 03 : M&L for centrifugally cast (spun) ductile Iron ISI marked with socket and spigot ends confirming to IS 8329/2000 for water supply line in standard length of 5.5/6 mtr of classification K-9 suitable for push on joint (rubber gasket DI joiting) with cement mortar lining inside the pipe with outside zink caating as per IS 8239/2000 induding M& L for push o joit laid in trenches and testing complete all as specified and directed of size 150 mm (6") dia ind cutting welding, grinding and jointing complete all as specified and directed. | 600 | RM | - | - |
| 10 | Item No 04 : M&L for cetrifugally cast (spun) ductile iron ISI marked with flange joint confirming to IS 8329/2000 for water supply line in standard length of 3 mtr of classification K-9 suitable for flange joint (rubber gasket DI joiting) with cement mortar lining inside the pipe with outside zink coating as per IS 8239/2o0o induding M& L for flange joint laid vertically and testing complete all as specified and direoed of size 150 mm (6" dia incl cutting .welding, grinding and jointing complete all as specified and directed. | 216 | RM | - | - |
| 11 | Item No 05 : M&L for centrifugally cast (spun) ductile Iron ISI marked with socket and spigot ends confirming to IS 8329/2000 for water supply line in standard length of 5.5/6 mtr of classification K-9 suitable for push on joint (rubber gasket DI joiting) with cement mortar lining inside the pipe with outside zink caating as per IS 8239/2000 induding M& L for push o joit laid in trenches and testing complete all as specified and directed of size 100 mm (4") dia ind cutting welding, gñnding and jointing complete all as specified and directed. | 100 | RM | - | - |
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