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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L3₹1.8 CrAccepted-AOC | ₹1.8 Cr Quoted ₹1.9 Cr | L3 | Accepted-AOC L1 |
| 2 | L4₹1.9 CrRejected-AOC | ₹1.9 Cr | L4 | Rejected-AOC L2 |
| 3 | L5₹2.3 CrRejected-AOC | ₹2.3 Cr | L5 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical NO 27 DURGA COLONY KOLATHUR CHENNAI 600 099 | CHENNAI | TAMIL NADU | 600099 | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | G SHRIRANGHARAYAN L5 | CEE YES CONSTRUCTION PRIVATE LIMITED L2 | E.BABU L3 | SRI MEENAKSHI AND CO L1 | Thirumalai Enterprises L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Shifting of sewer collection system at the junction of Sri Ayyappa Nagar 1st Main Road and KaliammanKoil Street, Koyambedu, Depot 127, Area X | ||||||||
| 2.00Supply, delivery & laying of C.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc., complete for the pipes of following diametres. | ||||||||
| 3.00 | 400mm dia at 4.5m deep | 45 | mtr | 45,000 ₹20,25,000 | 72,000 ₹32,40,000 | 34,000 ₹15,30,000 Lowest | 60,000 ₹27,00,000 | 50,000 ₹22,50,000 |
| 4.00 | 400mm dia at 6.0m deep | 85 | mtr | 54,000 ₹45,90,000 | 77,000 ₹65,45,000 | 42,500 ₹36,12,500 Lowest | 66,000 ₹56,10,000 | 60,000 ₹51,00,000 |
| 5.00Construction of Precast circular RCC machinehole using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing PlainCement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand forbedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steelreinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps, fixing FRC machinehole frame and door, benching and channelling, refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection chargesof precast machinehole at the required position as directed by the engineer at site includingtesting the machinehole with water for 48 hours to check water tightness and rectifying the defectsif anyfor the following sizes and depths. | ||||||||
| 6.00 | 1.20m dia at 5.5m deep | 1 | Nos | 4,50,000 ₹4,50,000 | 2,75,000 ₹2,75,000 | 3,20,000 ₹3,20,000 | 2,50,000 ₹2,50,000 Lowest | 3,25,000 ₹3,25,000 |
| 7.00 | 1.20m at 6.0m deep | 2 | Nos | 5,50,000 ₹11,00,000 | 3,00,000 ₹6,00,000 | 3,40,000 ₹6,80,000 | 2,75,000 ₹5,50,000 Lowest | 3,75,000 ₹7,50,000 |
| 8.00Cutting of pipes | ||||||||
| 9.00 | 400mm CI pipes | 10 | Nos | 1,100 ₹11,000 | 1,000 ₹10,000 | 946 ₹9,460 | 100 ₹1,000 Lowest | 1,000 ₹10,000 |
| 10.00 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites | 142 | mtr | 20 ₹2,840 | 75 ₹10,650 | 97 ₹13,774 | 10 ₹1,420 Lowest | 50 ₹7,100 |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
24 Mar 2026, 3:00 pmClosed
Superintending Engineer (C and M)
Superintending Engineer, Contracts and Monitoring, 4th floor tender opening hall C and M wing
Shifting of sewer collection system at the junction of Sri Ayyappa Nagar 1st Main Road and Kaliamman Koil Street, Koyambedu, Depot 127, Area X.
2026_CMWSS_673874_1
CNT/SEW/DEP/3742/2025-26
Open Tender
Maintenance Services
Item Rate
Chennai
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
19 Jun 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
24 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Shifting of sewer collection system at the junction of Sri Ayyappa Nagar 1st Main Road and KaliammanKoil Street, Koyambedu, Depot 127, Area X | - | - | - | - |
| 2 | Supply, delivery & laying of C.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc., complete for the pipes of following diametres. | - | - | - | - |
| 3 | 400mm dia at 4.5m deep | 45 | mtr | - | - |
| 4 | 400mm dia at 6.0m deep | 85 | mtr | - | - |
| 5 | Construction of Precast circular RCC machinehole using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing PlainCement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand forbedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steelreinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps, fixing FRC machinehole frame and door, benching and channelling, refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection chargesof precast machinehole at the required position as directed by the engineer at site includingtesting the machinehole with water for 48 hours to check water tightness and rectifying the defectsif anyfor the following sizes and depths. | - | - | - | - |
| 6 | 1.20m dia at 5.5m deep | 1 | Nos | - | - |
| 7 | 1.20m at 6.0m deep | 2 | Nos | - | - |
| 8 | Cutting of pipes | - | - | - | - |
| 9 | 400mm CI pipes | 10 | Nos | - | - |
| 10 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites | 142 | mtr | - | - |
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