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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAccepted-AOC NO 14 1ST AVENUE ASHOK NAGAR CHENNAI 83 MOB 9941102299 | L1 | Accepted-AOC the negotiated value of L1 bidder accepted | |
| 2 | L2₹6.9 Cr+₹23.7 L (3.53%)Rejected-AOC | L2 | Rejected-AOC Since L2 bidder | |
| 3 | L3₹7.1 Cr+₹37.5 L (5.60%)Rejected-Finance OLD NO 10 B NEW NO 39 3RD MAIN ROAD RAJALAKSHMI NAGAR VELACHERY CHENNAI 600 042 | CHENNAI | CHENNAI | TAMIL NADU | 600042 | L3 | Rejected-Finance quoted as L3 bidder |
| Sl No | Description | Qty | Unit | Logos Constructions Pvt Ltd L1 | S.K.B Constructions L2 | S.P Muthu Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Installation of Vertical Bored cast in situ RCC piles of 600mm diameter in all types of soils, using Standardised Concrete Mix of M35 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 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, 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) | 1,900 | Rm | 4,060 ₹91,02,520 Lowest | 4,203.32 ₹94,23,843.44 | 4,287.38 ₹96,12,305.96 |
| 2.00 | Installation of Vertical Bored cast in situ RCC piles of 300mm diameter in all types of soils, using Standardised Concrete Mix of M35 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 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, 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) | 780 | Rm | 1,300 ₹11,96,520 Lowest | 1,345.89 ₹12,38,757.16 | 1,372.81 ₹12,63,534.32 |
| 3.00Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed, cleaning and levelling the site etc., complete | ||||||
| 3.01 | Narrow Foundations - First Depth - Upto 2.00m Depth | 456 | Cu.M | 300 ₹1,61,424 Lowest | 310.59 ₹1,67,122.27 | 316.8 ₹1,70,463.74 |
| 3.02 | Narrow Foundations - Second Depth - 2.00 - 3.00m | 21 | Cu.M | 450 ₹11,151 Lowest | 465.89 ₹11,544.75 | 475.2 ₹11,775.46 |
| 3.03 | Narrow Foundations - Third Depth - 3.00 - 4.00m | 11 | Cu.M | 550 ₹7,139 Lowest | 569.42 ₹7,391.07 | 580.8 ₹7,538.78 |
| 4.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M - Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 160 | Cu.M | 1,800 ₹3,39,840 Lowest | 1,863.54 ₹3,51,836.35 | 1,900.81 ₹3,58,872.93 |
| 5.00 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 184 | Cu.M | 5,800 ₹12,59,296 Lowest | 6,004.74 ₹13,03,749.15 | 6,124.83 ₹13,29,823.09 |
| 6.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid). | 821 | Sq.M | 900 ₹8,71,902 Lowest | 931.77 ₹9,02,680.14 | 950.41 ₹9,20,738.2 |
| 7.00 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc.. complete in all floors complying with standard specification. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,092 | Sq.M | 950 ₹12,24,132 Lowest | 983.54 ₹12,67,350.3 | 1,003.21 ₹12,92,696.28 |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
14 Feb 2026, 3:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
the Member Secretary
The Member Secretary, Sports Development Authority of Tamil Nadu, Jawaharlal Nehru Stadium, Raja Muthiah Road, Periyamet, Chennai 600003
Establishment of Sports Development Authority of Tamil Nadu Sailing academy and Centre of Excellence in sailing and rowing at Chennai
2026_SDAT_647991_1
sports/2024-2025/084
Open Tender
Civil Works
Lump-sum
270 days
chennai
ref pre-qualification document
3 documents required · 3 mandatory
₹0
₹3.4 L
Yes
chennai
10 Jun 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
14 Feb 2026
9 Feb 2026
9 Feb 2026 - 9 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | Installation of Vertical Bored cast in situ RCC piles of 600mm diameter in all types of soils, using Standardised Concrete Mix of M35 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 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, 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) | 1,900 | Rm | - | - | 18% |
| 2 | Installation of Vertical Bored cast in situ RCC piles of 300mm diameter in all types of soils, using Standardised Concrete Mix of M35 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 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, 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) | 780 | Rm | - | - | 18% |
| 3Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed, cleaning and levelling the site etc., complete | ||||||
| 3.01 | Narrow Foundations - First Depth - Upto 2.00m Depth | 456 | Cu.M | - | - | 18% |
| 3.02 | Narrow Foundations - Second Depth - 2.00 - 3.00m | 21 | Cu.M | - | - | 18% |
| 3.03 | Narrow Foundations - Third Depth - 3.00 - 4.00m | 11 | Cu.M | - | - | 18% |
| 4 | Supplying and filling in foundation and basement with Crushed Stone Sand (M - Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 160 | Cu.M | - | - | 18% |
| 5 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 184 | Cu.M | - | - | 18% |
| 6 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification. (Payment for centering shall be given after the concrete is laid). | 821 | Sq.M | - | - | 18% |
| 7 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc.. complete in all floors complying with standard specification. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). | 1,092 | Sq.M | - | - | 18% |
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