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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-Finance H NO 1100 SECTOR 3 124001 | ROHTAK | HARYANA | 124001 | ₹7.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹8.2 Cr+₹1.1 Cr (15.7%)Accepted-Finance CHARKHI DADRI | CHARKI DADRI | HARYANA | 127022 | ₹8.2 Cr+₹1.1 Cr (15.7%) | L2 | Accepted-Finance L2 |
| 3 | L3₹8.2 Cr+₹1.1 Cr (16.0%)Accepted-Finance DHANI CHANDPUR BAWAL ROAD REWARI DHANI CHANDPUR BAWAL ROAD REWARI 123401 | REWARI | REWARI | HARYANA | 123401 | ₹8.2 Cr+₹1.1 Cr (16.0%) | L3 | Accepted-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical FLAT NO 2450 KRISHNA COLONY JIND 126102 | JIND | HARYANA | 126102 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 10 RUPANA ROAD 127046 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RAKESH KUMAR CONTRACTOR L2 | Rakesh Yadav Contractor L3 | Kulbir 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 Lowest | 85,00,000 ₹85,00,000 Lowest | 90,00,000 ₹90,00,000 |
| 2.00 | Providing and fixing LED Lights 100 Watt ...... | 4 | Nos. | 2,500 ₹10,000 Lowest | 2,700 ₹10,800 | 4,000 ₹16,000 |
| 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 | 1,70,000 ₹3,40,000 Lowest | 1,72,000 ₹3,44,000 | 2,00,000 ₹4,00,000 |
| 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 | 3,80,000 ₹7,60,000 Lowest | 3,87,000 ₹7,74,000 | 5,00,000 ₹10,00,000 |
| 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. | 16,700 ₹8,01,600 Lowest | 17,250 ₹8,28,000 | 25,000 ₹12,00,000 |
| 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. | 21,200 ₹10,17,600 Lowest | 21,800 ₹10,46,400 | 35,000 ₹16,80,000 |
| 7.00 | 1) Operation and maintenance during defect lability period after 3 months Trial Run Period | 1 | Job | 28,80,000 ₹28,80,000 | 28,87,000 ₹28,87,000 | 12,00,000 ₹12,00,000 Lowest |
| 8.00 | ii) Operation and maintenance during 1st Year after defect liability period | 1 | Job | 28,80,000 ₹28,80,000 | 28,87,000 ₹28,87,000 | 12,00,000 ₹12,00,000 Lowest |
| 9.00 | (iii) Operation and Maintenance during 2nd year. | 1 | Job | 28,80,000 ₹28,80,000 | 28,87,000 ₹28,87,000 | 12,00,000 ₹12,00,000 Lowest |
Tender Value
₹7.6 Cr
EMD Value
₹15.2 L
Closing Date
4 Jun 2026, 2:00 pmClosed
VIJAY Kumar
Sirsa PHED No. 2
Canal Based Water Works and Boosting Station
2026_HRY_521570_1
2026A18C3D1F 6E23 4D05 B2C3 5DAF01580E0C583PUH
Open Tender
Civil Works
Works
390 days
PATLI DABAR PATLI DABAR PATLI DABAR
2 documents required · 2 mandatory
₹20,000
₹15.2 L
Yes
24 Jul 2026
15 May 2026
4 Jun 2026
15 May 2026
4 Jun 2026
15 May 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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