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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.2 LAccepted-AOC | ₹12.2 L | 1 | Accepted-AOC lowest price |
| 2 | 2₹12.5 L+₹33,105.78 (2.72%)Rejected-Finance | ₹12.5 L+₹33,105.78 (2.72%) | 2 | Rejected-Finance highest price |
| Sl No | Description | Qty | Unit | M M KARTHIKEYAN L2 | H SRI HARI L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION | |||||
| 1.01Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B | |||||
| 1.02HDPE PIPES PE100PN6 | |||||
| 1.03 | 110 mm HDPE PE100PN6 | 1,350 | M1 | 212 ₹2,86,200 | 207.2 ₹2,79,720 Lowest |
| 1.04Labour for cutting open road for laying water mains or sewer | |||||
| 1.05 | BT Cutting | 121.5 | Cum | 1,000 ₹1,21,500 | 995.08 ₹1,20,902.22 Lowest |
| 2.00Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 | |||||
| 2.01 | 110 mm HDPE PE100PN6 | 1,350 | M1 | 379.7 ₹5,12,595 Lowest | 379.7 ₹5,12,595 Lowest |
| 2.02Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer | |||||
| 3.00 | 110 mm HDPE PE100PN6 | 1,350 | M1 | 25 ₹33,750 | 20.06 ₹27,081 Lowest |
Tender Value
₹14.5 L
EMD Value
₹14,500
Closing Date
6 Mar 2026, 3:00 pmClosed
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT, PAR
THE EXECUTIVE OFFICER, PARAVAI TOWN PANCHAYAT, PARAVAI
PARAVAI TOWN PANCHAYAT,Construction of 1.00 Lakh litter capicity OHT 16
2026_DTP_670304_1
52/2026
Open Tender
Civil Works
Works
120 days
PARAVAI
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹14,500
12 Aug 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
6 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION | |||||
| 1.01 | Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B | - | - | - | - |
| 1.02 | HDPE PIPES PE100PN6 | - | - | - | - |
| 1.03 | 110 mm HDPE PE100PN6 | 1,350 | M1 | - | - |
| 1.04 | Labour for cutting open road for laying water mains or
sewer | - | - | - | - |
| 1.05 | BT Cutting | 121.5 | Cum | - | - |
| 2Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 | |||||
| 2.01 | 110 mm HDPE PE100PN6 | 1,350 | M1 | - | - |
| 2.02 | Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer | - | - | - | - |
| 3 | 110 mm HDPE PE100PN6 | 1,350 | M1 | - | - |
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