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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.3 CrAccepted-AOC P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | ₹38.3 Cr Quoted ₹41.1 Cr | L1 | Accepted-AOC Letter of Acceptance |
| 2 | Rejected-Technical 74 T N H B COLONY NEAR BALAMURUGAN TEMPLE MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | - | - | Rejected-Technical Not meeting the Qualification Criteria |
| 3 | Rejected-Technical NO 15 3 BREEZE APARTMENT SERVICE ROAD NOLAMBUR CHENNAI 600037 | CHENNAI | TAMIL NADU | 600037 | - | - | Rejected-Technical Not meeting the Qualification Criteria |
| Sl No | Description | Qty | Unit | P and C Projects Private Limited L1 |
|---|---|---|---|---|
| 1.00 | Labour charges for providing bored cast in situ piles of 500 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the Engineer. | 5,964 | RM | 2,420 ₹1,44,32,880 Lowest |
| 2.00 | Test of single pile under routine load test, for a test load of 1350 KN (safe load (900x1.5) as per IS 2911 (part IV)-2013 inclusive of all charges for mobilization, extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by Engineer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Engineer. Before commencing day of test. Caliberation of pressure gauge has to be done before applying the Ist load etc, complete in all respects as directed by Engineer | 4 | Nos | 89,680 ₹3,58,720 Lowest |
| 3.00Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring. strutting and bailing out water and depositing the surplus earth in places shown and levelling the site with all leads and lifts etc, complete in all respects | ||||
| 3.01 | With Intial lead of 10 m and Intial lift of 2 m | 546 | M³ | 350 ₹1,91,100 Lowest |
| 4.00 | Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the Engineers bed width 1.25m and below | 66 | M³ | 260 ₹17,160 Lowest |
| 5.00Open Earth work excavation for foundation with all leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of the foundation with excavated earth in layers of 15 cm thick well consolidated depositing the surplus earth in places as shown and levelling the site with all leads and lifts etc. complete in all respects. | ||||
| 5.01 | Initial lead of 10m and initial lift of 2m | 424.9 | M³ | 160 ₹67,984 Lowest |
| 5.02 | With intial lead of 10 m and additional lift of 2-3 m | 96 | M³ | 180 ₹17,280 Lowest |
| 6.00 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying river M-Sand etc., complete in all respects as directed by the Engineer | 219 | M³ | 1,440 ₹3,15,360 Lowest |
| 7.00 | Filling in foundation and basement with Quarry dust in landyers not exceeding 15 cms thick wel watered rammed and consolidated complying with relevant standard specification including the cost of supplying river M-Sand etc., complete in a respects as directed by the Engineer | 718.4 | M³ | 310 ₹2,22,704 Lowest |
Tender Value
Refer Docs
EMD Value
₹37.4 L
Closing Date
24 Jul 2025, 4:00 pmClosed
Superintending Engineer, PMU
O/o The Superintending Engineer, Project Monitoring Unit, Tamil Nadu Urban Habitat Development Board (TNUHDB), No.5, Kamarajar Salai, Chepauk, Chennai 600 005
Construction of 283 tenements (PS plus 9 floors) with development works at 29, Greams Road Insitu scheme in Greater Chennai Corporation Division. No 111, Zone IX at Chennai District.
2025_TUHDB_569824_1
IRSHUPSP/GRE/06
Open Tender
Civil Works
Item Rate
540 days
Chennai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹37.4 L
Yes
TNUHDB Board Office, Chennai
18 May 2026
17 Jun 2025
24 Jul 2025
17 Jun 2025
24 Jul 2025
10 Jul 2025
2 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour charges for providing bored cast in situ piles of 500 mm dia to the required depth from the existing ground level including boring through ordinary soil other than soft rocks hard stratum and providing arrangements for concreting by tremie method as per IS 2911 excluding the cost of concrete, steel & fabrication of reinforcement in position but including the cost of mobilization charges bentonite solution, clearing the removed mud away from the vicinity of site and hire charges of all other tools & plants and rig required for the work etc., complete as directed by the Engineer. | 5,964 | RM | - | - |
| 2 | Test of single pile under routine load test, for a test load of 1350 KN (safe load (900x1.5) as per IS 2911 (part IV)-2013 inclusive of all charges for mobilization, extention or cutting of pile that may be necessary errecting loading platform in the manner acceptable and approved by Engineer with labour and other incidental charges for loading and unloading test load and hire charges and all other incidental charges for conducting test including retaining the test load for 24hours at 100% capacity test certificate and caliberation charges for pressure gauge are to be produced to the Engineer. Before commencing day of test. Caliberation of pressure gauge has to be done before applying the Ist load etc, complete in all respects as directed by Engineer | 4 | Nos | - | - |
| 3Earth work excavation for foundation with all intial leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring. strutting and bailing out water and depositing the surplus earth in places shown and levelling the site with all leads and lifts etc, complete in all respects | |||||
| 3.01 | With Intial lead of 10 m and Intial lift of 2 m | 546 | M³ | - | - |
| 4 | Earthwork excavation for foundation in all soils and subsoils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary depositing the surplus earth in places shown and levelling the site with all leads and lifts etc., complete in all respects as directed by the Engineers bed width 1.25m and below | 66 | M³ | - | - |
| 5Open Earth work excavation for foundation with all leads and lifts in all soils and sub soils and to the required depth as may be directed except hard rock requiring blasting inclusive of shoring, strutting and bailing out water wherever necessary refilling the sides of the foundation with excavated earth in layers of 15 cm thick well consolidated depositing the surplus earth in places as shown and levelling the site with all leads and lifts etc. complete in all respects. | |||||
| 5.01 | Initial lead of 10m and initial lift of 2m | 424.9 | M³ | - | - |
| 5.02 | With intial lead of 10 m and additional lift of 2-3 m | 96 | M³ | - | - |
| 6 | Filing in foundation and basement with M-Sand in layers not exceeding 15 cms thick well watered rammed and consolidated complying with relevant standard specification including the cost of Supplying river M-Sand etc., complete in all respects as directed by the Engineer | 219 | M³ | - | - |
| 7 | Filling in foundation and basement with Quarry dust in landyers not exceeding 15 cms thick wel watered rammed and consolidated complying with relevant standard specification including the cost of supplying river M-Sand etc., complete in a respects as directed by the Engineer | 718.4 | M³ | - | - |
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