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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.0 CrAccepted-AOC NO 41 21 PERAMBUR BARRACKS ROAD PATTALAM CHENNAI 12 | 12 | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹65.4 Cr+₹1.6 Cr (2.57%)Rejected-Finance 201 3RD FLOOR A BLOCK SRI GURU TOWERS 80 FEET ROAD ANNA NAGAR MADURAI 625017 | MADURAI | TAMIL NADU | 625017 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹67.2 Cr+₹3.5 Cr (5.42%)Rejected-Finance FLAT NO 2B MANDIRA APARTMENT NO 53 NORTH BOAG ROAD T NAGAR CHENNAI 600 017 | CHENNAI | CHENNAI | TAMIL NADU | 600017 | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | P MANICKAM AND CO L1 | CMK Projects Private Ltd., L2 | Andal Associates 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. | 4 | Nos | 74,000 ₹2,96,000 | 65,400 ₹2,61,600 Lowest | 67,200 ₹2,68,800 |
| 2.00Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC,etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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 concreteusingTremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2.Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.(Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately) Grade of concrete M30 | ||||||
| 2.01 | 600mm dia | 3,570 | RM | 4,800 ₹1,71,36,000 | 4,220 ₹1,50,65,400 Lowest | 4,340 ₹1,54,93,800 |
| 2.02 | 750mm dia | 5,880 | RM | 6,700 ₹3,93,96,000 | 5,880 ₹3,45,74,400 Lowest | 6,040 ₹3,55,15,200 |
| 2.03 | 450mm dia | 132 | RM | 3,100 ₹4,09,200 | 2,720 ₹3,59,040 Lowest | 2,790 ₹3,68,280 |
| 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. | 675 | TON | 1,407 ₹9,49,725 Lowest | 1,530 ₹10,32,750 | 1,570 ₹10,59,750 |
| 4.00 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for iack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete complying with standard specification. | 651 | TON | 945 ₹6,15,195 Lowest | 1,020 ₹6,64,020 | 1,050 ₹6,83,550 |
| 5.00 | Boring, installing cast in situ Auger piles of 300mm dia using standardised concrete mix of M20 grade using 20 mm gauge hard broken granite stone jelly. The rate includes cost of Steel reinforcement and bentonite solution, machineries and labour charges etc complete. | 120 | RM | 1,491 ₹1,78,920 Lowest | 1,620 ₹1,94,400 | 1,660 ₹1,99,200 |
| 6.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 1,540 | Cu.m | 287 ₹4,41,980 Lowest | 310 ₹4,77,400 | 320 ₹4,92,800 |
| 7.00Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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. | ||||||
Tender Value
Refer Docs
EMD Value
₹30.1 L
Closing Date
30 Dec 2025, 3:00 pmClosed
Superintending Engineer PWD
Office of the Superintending Engineer PWD Buildings Construction and Maintenance Circle 2, Chepauk Chennai 5
Construction of All India Civil Services Coaching Center with modern facilities at Shenoy Nagar Chennai 30
2025_PWD_636697_1
TNPWD/41 BCM/2025-26
Open Tender
Civil Works
Lump-sum
Shenoy Nagar
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹30.1 L
29 Apr 2026
26 Dec 2025
30 Dec 2025
26 Dec 2025
30 Dec 2025
26 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 4 | Nos | - | - |
| 2Installation of Vertical Bored cast in situ RCC piles of following diameter in all types of soils, using Standardised Concrete Mix of following grade, with sulphate resistant Cement or OPC/PPC,etc and Crushed Stone Sand and 20mm and down graded HBGS jelly coarse aggregate. The rate includes cost for 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 concreteusingTremine pipes, conveyance of all materials to the site including all tools and plants, shifting the plants and equipments from one point to another, excavtion of mud pits for circulation of Bentonite soultion, closing the mud pits to original level and mud removal with initial lead and lift but including dismantling 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 as per 15.2.2.Testing to be conducted at both the ends at site as well as RMC plant. Pile driving depth should be decided by the departmental officers at site. The length of pile for payment shall be measured from top of shoe to the bottom of the pile cap.(Cost of Reinforcement provided for Pile and Welding charges shall be measured and Paid separately) Grade of concrete M30 | |||||
| 2.01 | 600mm dia | 3,570 | RM | - | - |
| 2.02 | 750mm dia | 5,880 | RM | - | - |
| 2.03 | 450mm dia | 132 | RM | - | - |
| 3 | 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. | 675 | TON | - | - |
| 4 | Routine load test as per IS 2911 part IV 1995 (150% of pile capacity) including labour charges for iack, measuring devices, structural frame work plot form, kent ledges etc., as required and as directed by the departmental officers etc. complete complying with standard specification. | 651 | TON | - | - |
| 5 | Boring, installing cast in situ Auger piles of 300mm dia using standardised concrete mix of M20 grade using 20 mm gauge hard broken granite stone jelly. The rate includes cost of Steel reinforcement and bentonite solution, machineries and labour charges etc complete. | 120 | RM | - | - |
| 6 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations 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 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 1,540 | Cu.m | - | - |
| 7Earth work Open excavation by Mechanical Means for Open Earthwork in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting in- clusive 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. | |||||
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