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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical H1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Nelliappan L6 | SUNDAR RAJ L4 | C JEGASLAL L5 | RAKESH L3 | Amose L2 | P JAYARAJAN WORKS CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification TNDSS NO: 23824 | 46.13 | m3 | 200.94 ₹9,269.36 | 223.08 ₹10,290.68 | 197 ₹9,087.61 | 246.5 ₹11,371.05 | 203.11 ₹9,369.46 | 164 ₹7,565.32 Lowest |
| 2.00 | Plain Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per standard specifications. TNDSS NO: 30 V,VI (S3) VII-3 | 18.45 | m3 | 5,450.88 ₹1,00,568.74 | 4,939.4 ₹91,131.93 | 5,344 ₹98,596.8 | 4,625.5 ₹85,340.48 | 4,202 ₹77,526.9 Lowest | 4,510 ₹83,209.5 |
| 3.00 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 (Below 1.00m ht) | 225.5 | m2 | 339.66 ₹76,593.33 | 301.41 ₹67,967.96 | 333 ₹75,091.5 | 287.5 ₹64,831.25 | 513.51 ₹1,15,796.51 | 246 ₹55,473 Lowest |
| 4.00 | Plain Cement concrete 1:3:6 (one cement three sand and six aggregates) using 40mm ISS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per standard specifications. TNDSS NO: 30 V,VI (S3) VII-3 | 102.71 | m3 | 5,809.92 ₹5,96,736.88 | 5,186.19 ₹5,32,673.57 | 5,696 ₹5,85,036.16 | 4,847.5 ₹4,97,886.73 | 4,445 ₹4,56,545.95 Lowest | 4,838 ₹4,96,910.98 |
| 5.00 | Plastering in cement mortar 1:4 (one cement Four sand) using 12mm thick including cost and conveyance of all materials and labour charges etc, complete as per standard specification. [MORTH Specification: Clause:1000/1300] | 207.05 | m2 | 290.7 ₹60,189.44 | 264.89 ₹54,845.47 | 285 ₹59,009.25 | 252.5 ₹52,280.13 | 225.37 ₹46,662.86 | 184.5 ₹38,200.73 Lowest |
Tender Value
₹9.9 L
EMD Value
₹9,900
Closing Date
3 Aug 2026, 3:00 pmClosed
Executive Officer
Thiruvithancode Town Panchayat
Construction of Retaining Wall at ward No 2 Aaluvilai chennal Near D.No 3/119-in Thiruvithancode Town Panchayat
2026_DTP_685493_1
10/2026/A1-4
Open Tender
Civil Works
Works
60 days
Thiruvithancode Town Panchayat
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹9,900
6 Aug 2026
13 Jul 2026
3 Aug 2026
13 Jul 2026
3 Aug 2026
13 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification TNDSS NO: 23824 | 46.13 | m3 | - | - |
| 2 | Plain Cement concrete 1:4:8 (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per standard specifications. TNDSS NO: 30 V,VI (S3) VII-3 | 18.45 | m3 | - | - |
| 3 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 (Below 1.00m ht) | 225.5 | m2 | - | - |
| 4 | Plain Cement concrete 1:3:6 (one cement three sand and six aggregates) using 40mm ISS HBG metal including cost of all materials and labour charges for mixing, laying, compacting and curing etc, complete as per standard specifications. TNDSS NO: 30 V,VI (S3) VII-3 | 102.71 | m3 | - | - |
| 5 | Plastering in cement mortar 1:4 (one cement Four sand) using 12mm thick including cost and conveyance of all materials and labour charges etc, complete as per standard specification. [MORTH Specification: Clause:1000/1300] | 207.05 | m2 | - | - |
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