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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.4 CrAccepted-Finance NO 21 ANAIGOUNDEN PUDUR VELLOTTAMPARAPPU POST ERODE TAMIL NADU 638154 | ERODE | TAMIL NADU | 638154 | L1 | Accepted-Finance Accepted | |
| 2 | L2₹18.8 Cr+₹34.8 L (1.89%)Rejected-Finance NO 167 1 MUTHUGOUNDENPALAYAM RING ROAD KUMARAPALAYAM ERODE 638 104 | ERODE | TAMIL NADU | 638104 | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | PONKULALI AND CO L1 | BLUELEAF PROJECTS PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation & in equalities not exceeding 15cm deep & disposal of rubbish, lead upto 50m & lift upto 1.5m all kinds of soil. | 3,960.38 | Sqm | 7 ₹27,722.66 Lowest | 8 ₹31,683.04 |
| 2.00 | Installation 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 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 )
Grade of Concrete: M30 | 3,000 | Rm | 6,000 ₹1,80,00,000 | 4,800 ₹1,44,00,000 Lowest |
| 3.00 | Dynamic Load Test | 1 | Nos | 2,30,000 ₹2,30,000 Lowest | 2,50,000 ₹2,50,000 |
| 4.00 | Pile Intergrity Test | 5 | Nos | 7,000 ₹35,000 Lowest | 7,700 ₹38,500 |
| 5.00 | Initial Pile Load Test ( Excluding Pile Cost ) Design Load | 200 | Tonne | 1,500 ₹3,00,000 Lowest | 1,650 ₹3,30,000 |
| 6.00Earth work excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | |||||
| 7.00 | Foundations, Grade beam, Sump, Septic Tank, Compound wall - First Depth Upto 2m | 1,055.25 | cum | 320 ₹3,37,680 Lowest | 350 ₹3,69,337.5 |
| 8.00 | Removing the excavated earth and depositing the same with an average lead of 3 KM from the site including loading and unloading etc., all complete and as directed by the Engineer - in - Charge. | 1,213.9 | cum | 130 ₹1,57,806.61 Lowest | 135 ₹1,63,876.1 |
| 9.00 | Supplying and filling of Gravel by lorry in basement filling including conveyance loading and unloading consolidating with larger of 300mm thick charges and all other incidential charges laying watering labour and consolidation etc., complete as directed by the Dept., Officers with standard specification. | 3,148.4 | cum | 700 ₹22,03,880 Lowest | 775 ₹24,40,010 |
| 10.00 | Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 - 10 cu.m | 46 | Cum | 4,800 ₹2,20,790.4 Lowest | 5,150 ₹2,36,889.7 |
Tender Value
Refer Docs
EMD Value
₹7.6 L
Closing Date
18 Feb 2026, 3:00 pmClosed
Superintending Engineer II
Superintending Engineer II, CW, Koyambedu, Chennai
Construction of Community Hall in Tondiarpetat Chennai
2026_CMDAC_657122_1
20(b)/2025-26_Tondiarpet
Open Tender
Civil Works
Lump-sum
Tondiarpet
Registration of Contractor Certificate
Annual Turnover
Similar Work experience
GST Registration
Income Tax Return
Pan card
7 documents required · 7 mandatory
₹0
₹7.6 L
Yes
20 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
18 Feb 2026
15 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing of the ground including removing vegetation & in equalities not exceeding 15cm deep & disposal of rubbish, lead upto 50m & lift upto 1.5m all kinds of soil. | - | Sqm | - | - |
| 2 | Installation 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 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 )
Grade of Concrete: M30 | - | Rm | - | - |
| 3 | Dynamic Load Test | - | Nos | - | - |
| 4 | Pile Intergrity Test | - | Nos | - | - |
| 5 | Initial Pile Load Test ( Excluding Pile Cost ) Design Load | - | Tonne | - | - |
| 6 | Earth work excavation for foundation 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 mts. and clearing and levelling the site, etc., complete complying with standard specification. | - | - | - | - |
| 7 | Foundations, Grade beam, Sump, Septic Tank, Compound wall - First Depth Upto 2m | - | cum | - | - |
| 8 | Removing the excavated earth and depositing the same with an average lead of 3 KM from the site including loading and unloading etc., all complete and as directed by the Engineer - in - Charge. | 0.8 | cum | - | - |
| 9 | Supplying and filling of Gravel by lorry in basement filling including conveyance loading and unloading consolidating with larger of 300mm thick charges and all other incidential charges laying watering labour and consolidation etc., complete as directed by the Dept., Officers with standard specification. | - | cum | - | - |
| 10 | Brick Jelly Lime Concrete 1:2:5 using 40mm brick jelly in Lime Mortar 1:2 - 10 cu.m | 1 | Cum | - | - |
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