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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 CrAccepted-Finance 199 53 MUTHAMMAN KOIL STREET AYANAVARAM CHENNAI 600 023 | CHENNAI | TAMIL NADU | 600023 | ₹2.5 Cr | 1 | Accepted-Finance L1 |
| 2 | 2₹2.6 Cr+₹10.5 L (4.24%)Accepted-Finance | ₹2.6 Cr+₹10.5 L (4.24%) | 2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically non Responsive |
| Sl No | Description | Qty | Unit | M/s. Dhas Technologies L1 | PNagadevan and co L3 | Vedha Agencies L2 |
|---|---|---|---|---|---|---|
| 1.00Bill No: 1 - Screen cum Grit well | ||||||
| 2.00Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete. | ||||||
| 3.00 | For 0 to 2 m depth | 64.34 | cu.m | 129.86 ₹8,355.19 Lowest | 500 ₹32,170 | 140 ₹9,007.6 |
| 4.00Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for RCC well curb and well steining. | ||||||
| 5.00 | From 1.0m above ground level to 3.0m below ground level (Curved Surface) | 391.69 | sq.m | 1,872.79 ₹7,33,553.12 | 1,200 ₹4,70,028 Lowest | 1,988 ₹7,78,679.72 |
| 6.00 | 9 m to 10 m below GL | 0.42 | sq.m | 1,355.93 ₹569.49 Lowest | 1,400 ₹588 | 1,440 ₹604.8 |
| 7.00Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (River sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site | ||||||
| 8.00 | From 1.0m above ground level to 1.5m below ground level | 112.84 | cu.m | 6,693.71 ₹7,55,318.24 Lowest | 9,000 ₹10,15,560 | 7,105 ₹8,01,728.2 |
| 9.00 | From 1.5m to 4.5m below ground level | 2.82 | cu.m | 6,830.33 ₹19,261.53 Lowest | 9,500 ₹26,790 | 7,249 ₹20,442.18 |
| 10.00 | From 9.0m to 13.5m below ground level | 7.54 | cu.m | 7,242.27 ₹54,606.72 Lowest | 10,000 ₹75,400 | 7,688 ₹57,967.52 |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
28 Jul 2026, 3:00 pmClosed
Superintending Engineer (C and M)
Office of Superintending Engineer, Contracts and Monitoring, 4th Floor, CMWSS Board, No.1, Pumping Station Road, Chintadripet, Chennai 600 002
Construction of Sewerage Pumping Station at AP road jn. Perambur Barracks Road in Depot 58, Area V
2026_CMWSS_684855_1
CNT/SEW/DEP/3752/2026-27
Open Tender
Civil Works - Water Works
Item Rate
Chennai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.4 L
20 Aug 2026
9 Jul 2026
29 Jul 2026
9 Jul 2026
28 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Bill No: 1 - Screen cum Grit well | - | - | - | - |
| 2 | Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shales, murum, gravel, stoney earth or earth mixed with small size boulders and hard gravely soil as per SS20B with initial lead of 10m and lift of 2m etc. complete. | - | - | - | - |
| 3 | For 0 to 2 m depth | 64.34 | cu.m | - | - |
| 4 | Providing form work with centering for soffits of reinforced cement concrete slabs or plain surfaces including shuttering for RCC well curb and well steining. | - | - | - | - |
| 5 | From 1.0m above ground level to 3.0m below ground level (Curved Surface) | 391.69 | sq.m | - | - |
| 6 | 9 m to 10 m below GL | 0.42 | sq.m | - | - |
| 7 | Providing and laying in position machine batched machine mixed and machine vibrated design mix. Sulphate resistance cement concrete M30 grade (River sand) for reinforced cement concrete structural elements under controlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, Mixer, vibrator, etc. as per standard specification and as directed at site | - | - | - | - |
| 8 | From 1.0m above ground level to 1.5m below ground level | 112.84 | cu.m | - | - |
| 9 | From 1.5m to 4.5m below ground level | 2.82 | cu.m | - | - |
| 10 | From 9.0m to 13.5m below ground level | 7.54 | cu.m | - | - |
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