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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹156.6 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹200.8 Cr+₹44.2 Cr (28.2%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹211.0 Cr+₹54.3 Cr (34.7%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical | - | Rejected-Technical Judgment of the Honble Madras High Court Order W.A Nos. 1555 and 1557 of 2024 Dated 08.10.2025. |
| Sl No | Description | Qty | Unit | Aquatech Solutions Pvt. Ltd. L3 | Subaya Constructions Company Limited L1 | KEVADIYA CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|---|
| 1.00Schedule - A1 - Collection System | ||||||
| 1.10 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in hard stiff clay, stiff black cotton, hard red earth | 11,191 | cum | 1,900 ₹2,12,62,900 | 900 ₹1,00,71,900 Lowest | 1,700 ₹1,90,24,700 |
| 1.20 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in Soft Disintegrated Rock, Laterite, soft rock or kan | 67,148.5 | cum | 1,900 ₹12,75,82,150 | 1,000 ₹6,71,48,500 Lowest | 2,750 ₹18,46,58,375 |
| 1.30 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 10,045.5 | cum | 4,000 ₹4,01,82,000 | 2,250 ₹2,26,02,375 Lowest | 3,900 ₹3,91,77,450 |
| 1.40 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 5,126 | cum | 4,100 ₹2,10,16,600 | 2,250 ₹1,15,33,500 Lowest | 4,000 ₹2,05,04,000 |
| 1.50 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 3,473 | cum | 4,200 ₹1,45,86,600 | 2,250 ₹78,14,250 Lowest | 4,100 ₹1,42,39,300 |
| 1.60 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 1,061 | Cum | 4,300 ₹45,62,300 | 2,250 ₹23,87,250 Lowest | 4,200 ₹44,56,200 |
| 1.70 | Bedding uisng stone dust screened not more than 2 mm clean, uncoated and free from injurious amount of dust, soft particles, organic matter, loam or other deleterious substances, properly compacted in 10 cm thick as per the standard specifications as dire | 8,685 | Cum | 3,000 ₹2,60,55,000 | 2,000 ₹1,73,70,000 Lowest | 4,000 ₹3,47,40,000 |
| 1.80Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for | ||||||
| 1.90200 mm Dia - DWC | ||||||
Tender Value
₹149.8 Cr
EMD Value
₹1.5 Cr
Closing Date
16 Nov 2023, 3:00 pmClosed
The Commissioner
Salem City Municipal Corporation, Fort Main Road, Salem
Construction and Operation and Maintenance for 5 years of Underground Sewerage System to uncovered areas in Zone -I Ward No.1, Zone -II Ward No. 6,7,8, 12, Zone -III Ward no. 9, 36,37, 38 in Salem City Municipal Corporation (Package- 4)
2023_MAWS_350464_1
E3/12006/2021-4
Open Tender
Civil Works
Lump-sum
1095 days
Salem
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.5 Cr
Salem City Municipal Corporation
23 Dec 2025
26 Jul 2023
16 Nov 2023
26 Jul 2023
16 Nov 2023
9 Aug 2023
9 Aug 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Schedule - A1 - Collection System | |||||
| 1.1 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in hard stiff clay, stiff black cotton, hard red earth | 11,191 | cum | - | - |
| 1.2 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in Soft Disintegrated Rock, Laterite, soft rock or kan | 67,148.5 | cum | - | - |
| 1.3 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 10,045.5 | cum | - | - |
| 1.4 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 5,126 | cum | - | - |
| 1.5 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 3,473 | cum | - | - |
| 1.6 | Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in narrow trenches for laying of pipes for water supply and sewerage works in the following types of soil strata in removing hard rock using controlled blasting method | 1,061 | Cum | - | - |
| 1.7 | Bedding uisng stone dust screened not more than 2 mm clean, uncoated and free from injurious amount of dust, soft particles, organic matter, loam or other deleterious substances, properly compacted in 10 cm thick as per the standard specifications as dire | 8,685 | Cum | - | - |
| 1.8 | Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for | - | - | - | - |
| 1.9 | 200 mm Dia - DWC | - | - | - | - |
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