Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.5 CrAdmitted-Finance 175 2 SOUTH STATE BANK NAGAR CHETTIPALAYAM ERODE TAMIL NADU 638002 | ERODE | TAMIL NADU | 638002 | ₹62.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹67.9 CrAdmitted-Finance 5 217 D1 TEACHERS COLONY MOHANUR ROAD NAMAKKAL 637001 | NAMAKKAL | TAMIL NADU | 637001 | ₹67.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹68.3 CrAdmitted-Finance NAMAKKAL | ₹68.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹68.7 CrAdmitted-Finance | ₹68.7 Cr | L4 | Admitted-Finance |
| 5 | L5₹71.3 CrAdmitted-Finance | ₹71.3 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ABIRAMI ENGINEERING CONSTRUCTION AND CO L2 | Ramalingam Construction Company Pvt Ltd L1 | GMS Elegant Builders I Pvt Ltd L7 | PSK ENGINEERING CONSTRUCTION AND CO L4 | VRR CONSTRUCTION L6 | GRM CONSTRUCTIONS L3 | KANTHAN ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 9,126 | RM | 1,888 ₹1,72,29,888 | 1,500 ₹1,36,89,000 Lowest | 2,450 ₹2,23,58,700 | 1,800 ₹1,64,26,800 | 2,400 ₹2,19,02,400 | 2,010 ₹1,83,43,260 | 1,711 ₹1,56,14,586 |
| 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 the Engineer | 6 | Nos | 1,41,600 ₹8,49,600 | 2,18,300 ₹13,09,800 | 1,45,500 ₹8,73,000 | 1,26,000 ₹7,56,000 | 1,45,000 ₹8,70,000 | 1,00,300 ₹6,01,800 Lowest | 1,18,000 ₹7,08,000 |
| 3.00Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the Engineer with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the Engineer.- Upto required Footing Depth. Data worked out for 48 m3 per day/8 hrs. | ||||||||||
| 3.01 | With intial lead of 10 m and Intial lift of 2.40 m | 1,603 | M3 | 330 ₹5,28,990 | 112 ₹1,79,536 Lowest | 500 ₹8,01,500 | 306 ₹4,90,518 | 500 ₹8,01,500 | 399 ₹6,39,597 | 437 ₹7,00,511 |
| 3.02 | With intial lead of 10 m and Intial lift of 2.40 - 3.40 m | 824 | M3 | 336 ₹2,76,864 | 130 ₹1,07,120 Lowest | 510 ₹4,20,240 | 360 ₹2,96,640 | 500 ₹4,12,000 | 406 ₹3,34,544 | 437 ₹3,60,088 |
| 3.03 | With intial lead of 10 m and additional lift of 3.3 - 4.0 m | 1,507 | M3 | 366 ₹5,51,562 | 142 ₹2,13,994 Lowest | 510 ₹7,68,570 | 400 ₹6,02,800 | 500 ₹7,53,500 | 413 ₹6,22,391 | 460 ₹6,93,220 |
| 4.00 | Supplying and filling in foundation, basement, etc with Quarry Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the Engineer. | 1,169 | M3 | 354 ₹4,13,826 | 1,593 ₹18,62,217 | 345 ₹4,03,305 | 900 ₹10,52,100 | 340 ₹3,97,460 | 412 ₹4,81,628 | 283 ₹3,30,827 Lowest |
| 5.00 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the Engineer in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the Engineer. | 405 | M3 | 47 ₹19,035 Lowest | 83 ₹33,615 | 72 ₹29,160 | 94 ₹38,070 | 70 ₹28,350 | 51 ₹20,655 | 59 ₹23,895 |
| 6.00 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the Engineer. | 338 | M3 | 1,770 ₹5,98,260 Lowest | 2,077 ₹7,02,026 | 2,305 ₹7,79,090 | 2,200 ₹7,43,600 | 2,300 ₹7,77,400 | 2,008 ₹6,78,704 | 1,888 ₹6,38,144 |
| 7.00 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the Engineer - Mixing by mechanical means | 460.4 | M3 | 5,900 ₹27,16,360 Lowest | 7,500 ₹34,53,000 | 7,610 ₹35,03,644 | 7,250 ₹33,37,900 | 7,600 ₹34,99,040 | 6,102 ₹28,09,361 | 6,372 ₹29,33,669 |
Tender Value
Refer Docs
EMD Value
₹77 L
Closing Date
23 Feb 2026, 4:00 pmClosed
SE, PMU
No.5, Kamarajar Salai, Chennai -05
Construction of 452 tenements PS plus 9 floors with development works at Thirumudivakkam in T.S.No.367, Thirumudivakkam Village, Kundrathur Taluk, Kancheepuram District
2026_TUHDB_646588_1
IRSHUPSP/THI/09
Open Tender
Civil Works
Works
730 days
Kancheepuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹77 L
Yes
TNUHDB, Chennai
15 Jul 2026
23 Jan 2026
23 Feb 2026
23 Jan 2026
23 Feb 2026
12 Feb 2026
4 Feb 2026
| 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. | 9,126 | 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 the Engineer | 6 | Nos | - | - |
| 3Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the Engineer with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the Engineer.- Upto required Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
| 3.01 | With intial lead of 10 m and Intial lift of 2.40 m | 1,603 | M3 | - | - |
| 3.02 | With intial lead of 10 m and Intial lift of 2.40 - 3.40 m | 824 | M3 | - | - |
| 3.03 | With intial lead of 10 m and additional lift of 3.3 - 4.0 m | 1,507 | M3 | - | - |
| 4 | Supplying and filling in foundation, basement, etc with Quarry Dust in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the Engineer. | 1,169 | M3 | - | - |
| 5 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the Engineer in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the Engineer. | 405 | M3 | - | - |
| 6 | Supplying and filling in foundation, basement, etc with filling Crushed Stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the Engineer. | 338 | M3 | - | - |
| 7 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the Engineer - Mixing by mechanical means | 460.4 | M3 | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.34 MB
TechnicalBid.pdf
Tender Documents • 33.33 MB
Pricebid.pdf
Tender Documents • 0.52 MB
BOQ_775047.xls
BOQ • 0.54 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].