Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹142.8 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹169.3 Cr+₹26.5 Cr (18.6%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹171.5 Cr+₹28.7 Cr (20.1%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 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 | Subaya Constructions Company Limited L1 | KEVADIYA CONSTRUCTION PVT LTD L2 | Aquatech Solutions Pvt. Ltd. L3 |
|---|---|---|---|---|---|---|
| 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, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by departmental officers. 0 m to 0.50 m depth | 11,191.41 | Cum | 900 ₹1,00,72,269 Lowest | 1,700 ₹1,90,25,397 | 1,900 ₹2,12,63,679 |
| 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 kankar,not requiring blasting as directed by departmental officers. 0.50 m to 2.0 m depth | 67,148.36 | Cum | 1,000 ₹6,71,48,360 Lowest | 1,800 ₹12,08,67,048 | 1,900 ₹12,75,81,884 |
| 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 as directed by departmental officers. 2.00 m to 3.00 m depth | 10,045.13 | Cum | 2,250 ₹2,26,01,542.5 Lowest | 3,900 ₹3,91,76,007 | 4,200 ₹4,21,89,546 |
| 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 as directed by departmental officers. 3.00 m to 4.00 m depth | 5,126.06 | Cum | 2,750 ₹1,40,96,665 Lowest | 4,000 ₹2,05,04,240 | 4,300 ₹2,20,42,058 |
| 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 as directed by departmental officers. 4.00 m to 5.00 m depth | 3,472.85 | Cum | 3,250 ₹1,12,86,762.5 Lowest | 4,100 ₹1,42,38,685 | 4,400 ₹1,52,80,540 |
| 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 as directed by departmental officers. 5.00 m to 6.00 m depth | 1,060.7 | Cum | 3,750 ₹39,77,625 Lowest | 4,200 ₹44,54,940 | 4,500 ₹47,73,150 |
| 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 directed by the Corporation Engineer | 8,685.32 | Cum | 2,000 ₹1,73,70,640 Lowest | 4,000 ₹3,47,41,280 | 3,000 ₹2,60,55,960 |
| 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 non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B of standard length of 6 m, including Laying and jointing, Testing etc. complete | ||||||
| 1.90200 mm Dia - DWC | ||||||
Tender Value
₹139.9 Cr
EMD Value
₹1.4 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 Under Ground Sewerage System to uncovered areas Zone -IV, Ward No. 58,59, 60 in Salem City Municipal Corporation (Package- 3)
2023_MAWS_350457_1
E3/12006/2021-3
Open Tender
Civil Works
Lump-sum
1095 days
Salem
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.4 Cr
Salem City Municipal Corporation
13 Jan 2026
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, shales murram, gravel, stoney earth and earth mixed with small size of boulders as directed by departmental officers. 0 m to 0.50 m depth | 11,191.41 | 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 kankar,not requiring blasting as directed by departmental officers. 0.50 m to 2.0 m depth | 67,148.36 | 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 as directed by departmental officers. 2.00 m to 3.00 m depth | 10,045.13 | 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 as directed by departmental officers. 3.00 m to 4.00 m depth | 5,126.06 | 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 as directed by departmental officers. 4.00 m to 5.00 m depth | 3,472.85 | 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 as directed by departmental officers. 5.00 m to 6.00 m depth | 1,060.7 | 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 directed by the Corporation Engineer | 8,685.32 | 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 non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B of standard length of 6 m, including Laying and jointing, Testing etc. complete | - | - | - | - |
| 1.9 | 200 mm Dia - DWC | - | - | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
BOQ_417799.xls
BOQ Document • 0.63 MB
125913073.pdf
Tender Document • 0.15 MB
BOD.pdf
Tender Document • 16.87 MB
125913075.html
Tender Document • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .