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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.5 CrAccepted-AOC | L1 | Accepted-AOC Lowest Price |
Tender Value
₹70 Cr
EMD Value
₹70 L
Closing Date
23 Feb 2024, 3:00 pmClosed
Commissioner
Pudukkottai Municipality
Construction and Operation and Maintenance for 5 Years of Under Ground Sewerage system to Leftout and Added Areas in Pudukkottai Municipality
2024_MAWS_408373_1
2866/2022/E2
Open Tender
Civil Works
Lump-sum
1095 days
Pudukkottai
Furnished in Bid Documents
5 documents required · 5 mandatory
₹0
₹70 L
Pudukkottai
9 Oct 2024
11 Jan 2024
23 Feb 2024
11 Jan 2024
23 Feb 2024
11 Jan 2024
19 Jan 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE -1- Collection system A) CIVIL WORK Earthwork excavation for laying sewer pipes excluding refilling, disposal of surplus earth, shoring and strutting beyond 2m depth including all other incidental charges. etc. complete and as directed by the Engineer in charge. Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil - SS20B 0 to 2m depth | 1,86,843.33 | Cum | - | - |
| 2 | Earth work excavation and deposlting on bank withinitial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the soft Disintegrated Rock, Laterite, soft rock or kankar, not require blasting 2 to 3m depth | 18,049.05 | Cum | - | - |
| 2.01 | 3 to 4m depth | 6,051.3 | Cum | - | - |
| 2.02 | 4 to 5m depth | 1,049.6 | Cum | - | - |
| 3 | Providing shoring and strutting with sheet piles/wooden piles & planks, with necessary support for excavation beyond the depth of 2m, including the cost of sheet piles, wooden piles, plank & other materials, removing shoring and strutting after the pipes are laid etc. complete for 2 above as directed by the Engineer in charge. 0 to 2.0m depth | 40,532 | Sqm | - | - |
| 4 | Laying of Double Wall Corrugated High Density Poly Ethylene Pipes to proper grade and alignment, cutting the pipes true to axis to the required alignment and slope as indicated in drawing/design and hydraulically testing the pipe to the required pressure as directed by the departmental engineer including Labour charge etc,. complete as per specifications at different depths. 200mm - Up to 2m | 90,486 | RM | - | - |
| 4.01 | 2m to 4m | 21,058 | RM | - | - |
| 4.02 | 4m to 6m | 1,928 | RM | - | - |
| 4.03 | 250mm -Up to 2m | 439 | RM | - | - |
| 4.04 | 2m to 4m | 2,237 | RM | - | - |
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