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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 CrAccepted-Finance RGTPP KHEDAR HISAR HARYANA | HISAR | HARYANA | 125001 | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.0 Cr+₹16.2 L (2.38%)Accepted-Finance H NO 1100 SECTOR 3 124001 | ROHTAK | HARYANA | 124001 | L2 | Accepted-Finance L2 | |
| 3 | L3₹8.0 Cr+₹1.2 Cr (17.8%)Accepted-Finance CHARKHI DADRI | CHARKI DADRI | HARYANA | 127022 | L3 | Accepted-Finance L3 | |
| 4 | L4₹9.4 Cr+₹2.6 Cr (38.7%)Accepted-Finance 858 SECTOR 23 127021 2021R109 | BHIWANI | HARYANA | 127021 | L4 | Accepted-Finance L4 | |
| 5 | Not Admitted-Fee/PreQual/Technical HOUSE NO 2404 GROUND FLOOR SECTOR 13 HUDA BHIWANI TEHSIL AND DISTRICT BHIWANI 2025R24022 | BHIWANI | BHIWANI | HARYANA | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RAKESH KUMAR CONTRACTOR L3 | M/S SHREE BALAJI BUILDERS L4 | Kulbir Singh Contractor L2 | NAFE SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|
| 1.00N.S. Item | |||||||
| 1.01 | Construction of One No Water Treatment Plants of Capacity 1.00 MLD as per standard Design. | 1 | Each | 85,00,000 ₹85,00,000 | 1,25,00,000 ₹1,25,00,000 | 80,00,000 ₹80,00,000 Lowest | 87,00,000 ₹87,00,000 |
| 2.00 | Providing and fixing LED Lights 100 Watt ...... | 4 | Nos. | 2,500 ₹10,000 Lowest | 4,500 ₹18,000 | 2,500 ₹10,000 Lowest | 3,500 ₹14,000 |
| 3.00 | Provision for Providing and installing of Horizontal Centrifugal Pumping Set for Raw Water Capable of delivering a discharge of (2100 LPM) per hour against a head of 12 mtrs. (10.00 BHP) driven by electric motors..... | 2 | Per Set | 1,90,000 ₹3,80,000 | 4,35,000 ₹8,70,000 | 1,60,000 ₹3,20,000 Lowest | 1,74,000 ₹3,48,000 |
| 4.00 | Provision for providing and installing of horizontal centrifugal pumping sets for Raw Water capable of discharge
of 3050LPM 30 Meters head ........ | 2 | Per Set | 4,45,000 ₹8,90,000 | 6,35,000 ₹12,70,000 | 3,80,000 ₹7,60,000 Lowest | 4,25,000 ₹8,50,000 |
| 5.00 | Supply and pushing of 250mm i/d MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or technology approved by Railway below ground at all depth for crossing of roads, canals, railway tracks under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water and sanitary lines and resistivity test for finding the soil strata using necesssary equipments for completion of works, mobilizing of machineries and specializzed crew at the job site complete in all respect, including excavation of drivenpit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB:s. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary de-watering and lowering of sub soil water if required and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway / NHAI Authority, crane for handling of pit and any other machinery, tools, and trackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (250mm dia M.S. Pipe) | 48 | Per Mtr. | 24,800 ₹11,90,400 | 17,935 ₹8,60,880 | 16,000 ₹7,68,000 Lowest | 21,000 ₹10,08,000 |
| 6.00 | Supply and pushing of 350 mm i/d MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or technology approved by Railway below ground at all depth for crossing of roads, canals, railway tracks under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water and sanitary lines and resistivity test for finding the soil strata using necesssary equipments for completion of works, mobilizing of machineries and specializzed crew at the job site complete in all respect, including excavation of drivenpit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB:s. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary de-watering and lowering of sub soil water if required and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway / NHAI Authority, crane for handling of pit and any other machinery, tools, and trackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (350mm dia M.S. Pipe) | 48 | Per Mtr. | 30,200 ₹14,49,600 | 21,935 ₹10,52,880 | 18,000 ₹8,64,000 Lowest | 25,000 ₹12,00,000 |
| 7.00 | 1) Operation and maintenance during defect lability period after 3 months Trial Run Period | 1 | Job | 24,20,000 ₹24,20,000 | 30,00,000 ₹30,00,000 | 12,00,000 ₹12,00,000 | 10,00,000 ₹10,00,000 Lowest |
| 8.00 | ii) Operation and maintenance during 1st Year after defect liability period | 1 | Job | 24,20,000 ₹24,20,000 | 33,00,000 ₹33,00,000 | 14,00,000 ₹14,00,000 | 10,50,000 ₹10,50,000 Lowest |
| 9.00 | (iii) Operation and Maintenance during 2nd year. | 1 | Job | 24,20,000 ₹24,20,000 | 36,00,000 ₹36,00,000 | 16,00,000 ₹16,00,000 | 11,00,000 ₹11,00,000 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
10 Aug 2026, 2:00 pmClosed
RAJESH SHARMA
Sirsa PHED No. 2
Canal Based Water Works and Boosting Station
2026_HRY_537028_1
202697AEB51C CFBA 4F34 BB37 C56A8456803D583PUH
Open Tender
Civil Works
Works
390 days
PATLI DABAR PATLI DABAR PATLI DABAR
2 documents required · 2 mandatory
₹20,000
₹15.2 L
Yes
28 Sept 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
10 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1N.S. Item | |||||
| 1.01 | Construction of One No Water Treatment Plants of Capacity 1.00 MLD as per standard Design. | 1 | Each | - | - |
| 2 | Providing and fixing LED Lights 100 Watt ...... | 4 | Nos. | - | - |
| 3 | Provision for Providing and installing of Horizontal Centrifugal Pumping Set for Raw Water Capable of delivering a discharge of (2100 LPM) per hour against a head of 12 mtrs. (10.00 BHP) driven by electric motors..... | 2 | Per Set | - | - |
| 4 | Provision for providing and installing of horizontal centrifugal pumping sets for Raw Water capable of discharge
of 3050LPM 30 Meters head ........ | 2 | Per Set | - | - |
| 5 | Supply and pushing of 250mm i/d MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or technology approved by Railway below ground at all depth for crossing of roads, canals, railway tracks under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water and sanitary lines and resistivity test for finding the soil strata using necesssary equipments for completion of works, mobilizing of machineries and specializzed crew at the job site complete in all respect, including excavation of drivenpit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB:s. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary de-watering and lowering of sub soil water if required and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway / NHAI Authority, crane for handling of pit and any other machinery, tools, and trackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (250mm dia M.S. Pipe) | 48 | Per Mtr. | - | - |
| 6 | Supply and pushing of 350 mm i/d MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or technology approved by Railway below ground at all depth for crossing of roads, canals, railway tracks under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water and sanitary lines and resistivity test for finding the soil strata using necesssary equipments for completion of works, mobilizing of machineries and specializzed crew at the job site complete in all respect, including excavation of drivenpit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB:s. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary de-watering and lowering of sub soil water if required and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway / NHAI Authority, crane for handling of pit and any other machinery, tools, and trackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (350mm dia M.S. Pipe) | 48 | Per Mtr. | - | - |
| 7 | 1) Operation and maintenance during defect lability period after 3 months Trial Run Period | 1 | Job | - | - |
| 8 | ii) Operation and maintenance during 1st Year after defect liability period | 1 | Job | - | - |
| 9 | (iii) Operation and Maintenance during 2nd year. | 1 | Job | - | - |
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