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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-Finance | ₹12.4 L | L1 | Accepted-Finance LESS |
| 2 | L2₹15.0 L+₹2.6 L (20.6%)Rejected-Finance VILLA 47 G F AASHINA VILLAS DELLIBABU NAGAR 1ST CROSS STREET AMBAL NAGAR PALLIKARANAI CHENNAI 100 | 100 | ₹15.0 L+₹2.6 L (20.6%) | L2 | Rejected-Finance ABOVE |
| Sl No | Description | Qty | Unit | NAAMAKKAL CONSTRUCTIONS L2 | THILLAI CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Earth 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 and cleaning and levelling the site etc.,complete 10 cum | |||||
| 2.00 | Narrow Foundations - First Depth Upto 2m | 5,600 | M3 | 100.1 ₹5,60,560 | 87.4 ₹4,89,440 Lowest |
| 3.00 | Narrow Foundations - Second Depth Up to 3m | 2,800 | M3 | 111.4 ₹3,11,920 | 89.3 ₹2,50,040 Lowest |
| 4.00 | Narrow Foundations - Second Depth Up to 4m | 2,800 | M3 | 111.4 ₹3,11,920 | 91.58 ₹2,56,424 Lowest |
| 5.00 | Narrow Foundations - Second Depth Up to 5m | 2,800 | M3 | 111.4 ₹3,11,920 | 87.4 ₹2,44,720 Lowest |
Tender Value
₹19.9 L
EMD Value
₹19,900
Closing Date
14 Aug 2026, 3:00 pmClosed
Then Commisoner Manapparai Municipality
Municipal office, madurai road,Manapparai-621306
Removal of Dry waste in Existing Compost yard at Manapparai Municipality
2026_MAWS_688806_1
2149-1/2026/E1
Open Tender
Solid Waste Management
Works
90 days
Manapparai Municipal Limit
please refer tender notice
6 documents required · 6 mandatory
₹0
₹19,900
9 Sept 2026
27 Jul 2026
14 Aug 2026
27 Jul 2026
14 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth 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 and cleaning and levelling the site etc.,complete 10 cum | - | - | - | - |
| 2 | Narrow Foundations - First Depth Upto 2m | 5,600 | M3 | - | - |
| 3 | Narrow Foundations - Second Depth Up to 3m | 2,800 | M3 | - | - |
| 4 | Narrow Foundations - Second Depth Up to 4m | 2,800 | M3 | - | - |
| 5 | Narrow Foundations - Second Depth Up to 5m | 2,800 | M3 | - | - |
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