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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC | ₹1.2 Cr | 1 | Accepted-AOC Lowest Rate Quoted Tender Accepted |
| 2 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | Dharmadurai L1 |
|---|---|---|---|---|
| 1.00Earth 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. | ||||
| 1.01In hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders | ||||
| 1.02 | For First depth of 0 to 2 m | 359.27 | m3 | 250 ₹89,817.5 Lowest |
| 2.00SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting | ||||
| 2.01 | For 2nd depth of 2 m to 3 m | 88.57 | m3 | 320 ₹28,342.4 Lowest |
| 3.00Earthwork excavation and depositing on bank with an initial lead of 10m and initial lift of 2 m in trenches in other than loose soil, hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders SS 20B.the rates for earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis. | ||||
| 3.01 | 100mm DIK7 | 20 | mtr | 260 ₹5,200 Lowest |
| 4.00Earthwork excavation and depositing on bank within initial lead of 10m and initial lift of 2m including shoring, strutting and bailing out water wherever necessary and all other incidental works, etc., complete as directed by the departmental Officers in the following classification of soil. Loose Soil for river bed | ||||
| 4.01 | Connecting Main - 150mm DI/DF | 350 | mtr | 170 ₹59,500 Lowest |
| 5.00Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. | ||||
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
9 Jul 2026, 3:00 pmClosed
Executive Officer, Peranamallur TP
46/36, Town Panchayat Office, Kalathu Mettu street, Peranamallur
Improvement of Water supply system (Infiltration Well, New pumping main, 0.60LL OHT-1 No and 2.50LL OHT-1 No) in peranamallur Town Panchayat
2026_DTP_682624_1
61/2026
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Works
180 days
Peranamallur
First Class
3 documents required · 3 mandatory
₹0
₹1.4 L
Yes
O/o Town Panchayat, Peranamallur
17 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | In hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoneyearth and earth mixed with small sized boulders | - | - | - | - |
| 1.02 | For First depth of 0 to 2 m | 359.27 | m3 | - | - |
| 2SDR - (Not Requiring Blasting) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar, not requiring blasting | |||||
| 2.01 | For 2nd depth of 2 m to 3 m | 88.57 | m3 | - | - |
| 3Earthwork excavation and depositing on bank with an initial lead of 10m and initial lift of 2 m in trenches in other than loose soil, hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small boulders SS 20B.the rates for earth work excavation and refilling for pipe line works having bed width of 1.25m and below on linear measurement basis. | |||||
| 3.01 | 100mm DIK7 | 20 | mtr | - | - |
| 4Earthwork excavation and depositing on bank within initial lead of 10m and initial lift of 2m including shoring, strutting and bailing out water wherever necessary and all other incidental works, etc., complete as directed by the departmental Officers in the following classification of soil. Loose Soil for river bed | |||||
| 4.01 | Connecting Main - 150mm DI/DF | 350 | mtr | - | - |
| 5Sinking of infiltration well of 4.50m internal dia and 5.5m external dia below water level including ali incidental charges in light or sandy soil. | |||||
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