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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.8 CrAccepted-AOC | 1 | Accepted-AOC LOWEST PRICE | |
| 2 | 2₹12.1 Cr+₹1.3 Cr (12.3%)Rejected-Finance | 2 | Rejected-Finance HIGHEST PRICE |
Tender Value
₹13.4 Cr
EMD Value
₹13.4 L
Closing Date
9 Aug 2023, 3:00 pmClosed
THE EXECUTIVE OFFICER, SHOLAVANDAN TOWN PANCHAYAT,
THE EXECUTIVE OFFICER, SHOLAVANDAN TOWN PANCHAYAT, SHOLAVANDAN
Sholavandan Town Panchayat, Improvements of Water Supply Distribution System and Providing House Service Connections to Sholavandan Town Panchayat, Madurai District under AMRUT 2.0 Scheme
2023_DTP_341440_1
198/2022
Open Tender
Civil Works
Works
450 days
SHOLAVANDAN
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹13.4 L
Yes
21 Aug 2023
11 Jul 2023
9 Aug 2023
11 Jul 2023
9 Aug 2023
11 Jul 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1WATER SUPPLY SCHEME | |||||
| 1.01 | Earth work excavation and depositing on bank withinitial lead of 10 m and lift of 2 M in narrow trencheshaving bed width 1.25m & below for laying of pipes forwater supply and sewerage works in the following typeof soils as directed by Departmental officers - Hard stiff clay, stiff black cotton, hard red earth, shales,murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20B | - | - | - | - |
| 1.02 | Pumping Main | - | - | - | - |
| 1.03 | 100 MM Dia DI K7(TWAD SOR-295) | 2,555 | Rm | - | - |
| 1.04 | 150 MM Dia DI K7(TWAD SOR-295) | 2,990 | Rm | - | - |
| 1.05 | 200 MM Dia DI K7(TWAD SOR-295) | 1,365 | Rm | - | - |
| 2Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Hard stiff clay, stiff black cotton soil, hard red earth, shales,murrams gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil - First depth of 2 metres | |||||
| 3 | Open well For first depth of 2metre | 103.01 | Cum | - | - |
| 4Earthwork excavation in all soil and sub soils except hard rock requiring blasting with initial lead and lift including re filling the sides of foundation in layer of 15 cm thick watering, ramming, depositing the surplus earth in the premises as directed by the departmental officers, etc., complete complying with standard specification. | |||||
| 5 | 1)For 1st depth of 0 m to 2 m | 185 | Cum | - | - |
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