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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹353.7 CrAccepted-Finance | L1 | Accepted-Finance Lowest Tenderer | |
| 2 | L2₹365.8 Cr+₹12.1 Cr (3.42%)Accepted-Finance 201 3RD FLOOR A BLOCK SRI GURU TOWERS 80 FEET ROAD ANNA NAGAR MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | L2 | Accepted-Finance Second lowest Tenderer | |
| 3 | L3₹375.3 Cr+₹21.6 Cr (6.11%)Accepted-Finance P AND C TOWERS 2ND FLOOR 140 PERUNDURAI ROAD ERODE 638 011 | ERODE | TAMIL NADU | 638011 | L3 | Accepted-Finance Third lowest Tenderer |
| Sl No | Description | Qty | Unit | V SATHYAMOORTHY CO L1 | CMK Projects Private Ltd., L2 | P AND C PROJECTS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00 | Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment etc., complete. | 9 | No | 50,000 ₹4,50,000 Lowest | 56,000 ₹5,04,000 | 57,400 ₹5,16,600 |
| 2.00Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Ready Mix Concrete of M 30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coarse aggregate. The rate includes welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circulation of Bentonite solution, closing the mud pits to original level and mud removal with initial lead and lift but excluding dismandeling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured upto natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental officers at site. | ||||||
| 2.01 | 900 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. (Before 20m) | 12,100 | Rm | 14,200 ₹17,18,20,000 Lowest | 14,300 ₹17,30,30,000 | 14,500 ₹17,54,50,000 |
| 2.02 | 450 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(Before 20m) | 1,520 | Rm | 6,500 ₹98,80,000 Lowest | 8,200 ₹1,24,64,000 | 8,500 ₹1,29,20,000 |
| 2.03 | 900 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(After 20m) | 363 | Rm | 15,000 ₹54,45,000 Lowest | 18,300 ₹66,42,900 | 18,600 ₹67,51,800 |
| 2.04 | 450 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(After 20m) | 45.6 | Rm | 8,000 ₹3,64,800 Lowest | 9,500 ₹4,33,200 | 9,700 ₹4,42,320 |
| 3.00 | Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pilecap. | 652 | Ton | 1,400 ₹9,12,800 Lowest | 1,500 ₹9,78,000 | 1,600 ₹10,43,200 |
| 4.00 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 1,129 | Ton | 900 ₹10,16,100 Lowest | 1,050 ₹11,85,450 | 1,000 ₹11,29,000 |
| 5.00 | Pull out test as per IS 2911 part IV 2013 including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | 1 | No | 1,00,000 ₹1,00,000 Lowest | 1,12,000 ₹1,12,000 | 1,15,000 ₹1,15,000 |
| 6.00 | Earth 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 departmental officers 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 departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | 4,935 | Cum | 400 ₹19,74,000 Lowest | 420 ₹20,72,700 | 400 ₹19,74,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.6 Cr
Closing Date
16 Apr 2026, 3:00 pmClosed
The Superintending Engineer, PWD.,
O/o. The Superintending Engineer, PWD., Buildings (C and M) Circle-1, Chepauk, Chennai-5
Construction of Building for the establishment of a Multi-Speciality Centre at Rajiv Gandhi Government General Hospital, Chennai-3
2026_PWD_673759_1
PWD/BCMC1/135/2025-26
Open Tender
Civil Works
Lump-sum
720 days
RGGGH
Refer Tender Condition
14 documents required · 14 mandatory
₹0
₹1.6 Cr
14 Jul 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Installation Charges inclusive of Transportation to site and the Bored pile equipment employed for the works including setting up of pile driving equipment with all accessories and tools at each of the pile location based on the sequence of operation approved by the departmental Engineers irrespective of the location and distance involved in movement of pile driving equipment etc., complete. | |||||
| 2Installation of Vertical Bored cast in situ RCC piles in all types of soils, using Ready Mix Concrete of M 30 grade, with sulphate resistant Cement, fine aggregate, 20mm and down graded HBGS jelly coarse aggregate. The rate includes welding charges, placing of reinforcement cage in bore hole in correct position, cost of boring to the required depth with Bentonite solution with temprory casing of required length, conveyance of RMC to site and pouring concrete using Tremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavation of mud pits for circulation of Bentonite solution, closing the mud pits to original level and mud removal with initial lead and lift but excluding dismandeling the concrete above the cut off level etc complete as directed by the departmental officers including socketing. The reinforcement cage should be welded properly for lifting. The concrete cubes to be tested as per IS 456-2000. Acceptance criteria by clause 16.1. Frequency of testing should be as per clause 15.2.2. The length of pile for payment shall be measured upto natural ground level. The work should be carried out as per IS 2911. Pile depth should be decided by the departmental officers at site. | |||||
| 2.01 | 900 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length. (Before 20m) | - | Rm | - | - |
| 2.02 | 450 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(Before 20m) | - | Rm | - | - |
| 2.03 | 900 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(After 20m) | - | Rm | - | - |
| 2.04 | 450 mm dia pile having longitudinal main reinforcement of 12 Nos 20# with helical reinforcement at 12 # @ 150mm C/C with inner rings of 12 # @ 1000mm C/C with lifting hook of 12 # at required length.(After 20m) | - | Rm | - | - |
| 3Initial Load Test as per IS 2911 Part IV 1985 including cost of single pile (250% of pile capacity), labour, reinforcement charges and all other incidential charges including excavation, shoring, strutting, dewatering etc. as necessary hire charges for jacks, measuring devices, Structural Frame work for platform, Kent ledges etc, as required and providing pilecap. | |||||
| 4Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | |||||
| 5Pull out test as per IS 2911 part IV 2013 including labour charges for jack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete. | |||||
| 6Earth 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 departmental officers 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 departmental officers.- Upto 2.40m Footing Depth. Data worked out for 48 m3 per day/8 hrs. | |||||
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