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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.2 L+₹53,308.18 (5.01%)Admitted-Fee/PreQual/Technical/Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹11.2 L+₹53,308.18 (5.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹11.9 L+₹1.3 L (12.4%)Admitted-Fee/PreQual/Technical/Finance | ₹11.9 L+₹1.3 L (12.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L2 | A M ISWARYA BUILDERS L3 | A K CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Labour for cutting open BT and Maccadam Road surface for laying sewers Complete as per standard specifications and as directed by Engineers. | 35.1 | Cum | 1,044.83 ₹36,673.53 | 1,030 ₹36,153 | 995 ₹34,924.5 Lowest |
| 2.00Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B | ||||||
| 2.01 | upto 2.00m | 106.95 | Cum | 355.9 ₹38,063.5 | 292 ₹31,229.4 Lowest | 339 ₹36,256.05 |
| 2.02 | 2.00 -3.00m depth | 60 | Cum | 369.31 ₹22,158.6 | 342 ₹20,520 Lowest | 351.5 ₹21,090 |
| 3.00Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Medium rock,and Dense Medium rock not requiring Blasting 3 - 4 m Depth | ||||||
| 3.01 | 3.00 to 4.00m | 60 | Cum | 771.71 ₹46,302.6 | 395 ₹23,700 Lowest | 735 ₹44,100 |
| 3.02 | 4.00 to 5.00m | 45 | Cum | 785.12 ₹35,330.4 | 475 ₹21,375 Lowest | 747.5 ₹33,637.5 |
| 4.00 | Shoring and strutting with sheet piles / wooden piles and planks with necessary support for excavation beyond depth of 2m including cost of sheet piles/ wooden piles , plank and other materials, removing shoring and strutting after the pipe are laid etc., complete as directed by the engineers -in-charge (As per sheet enclosed) - Data 45 | 30 | Rmt | 6,136.7 ₹1,84,101 | 212 ₹6,360 Lowest | 5,844 ₹1,75,320 |
| 5.00Supply of NP4 Class pipes with sulphate resistance cement with inner lining og high Alumina cement as per IS 458/2003 etc Complete as per standard specification Data | ||||||
| 5.01 | 350mm RCC NP4 | 7.5 | Rmt | 1,988.91 ₹14,916.83 | 2,670 ₹20,025 | 1,894 ₹14,205 Lowest |
Tender Value
₹13 L
EMD Value
₹13,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Supply and Erection of New UGD Champer with pipe line at Puttu Vikki Road Near Noyyal River in Ward No 79, South Zone
2026_MAWS_694673_24
e53/2026-south single
Open Tender
Civil Works
Works
150 days
The Commissioner, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹13,000
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Labour for cutting open BT and Maccadam Road surface for laying sewers Complete as per standard specifications and as directed by Engineers. | 35.1 | Cum | - | - |
| 2Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B | |||||
| 2.01 | upto 2.00m | 106.95 | Cum | - | - |
| 2.02 | 2.00 -3.00m depth | 60 | Cum | - | - |
| 3Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Medium rock,and Dense Medium rock not requiring Blasting 3 - 4 m Depth | |||||
| 3.01 | 3.00 to 4.00m | 60 | Cum | - | - |
| 3.02 | 4.00 to 5.00m | 45 | Cum | - | - |
| 4 | Shoring and strutting with sheet piles / wooden piles and planks with necessary support for excavation beyond depth of 2m including cost of sheet piles/ wooden piles , plank and other materials, removing shoring and strutting after the pipe are laid etc., complete as directed by the engineers -in-charge (As per sheet enclosed) - Data 45 | 30 | Rmt | - | - |
| 5Supply of NP4 Class pipes with sulphate resistance cement with inner lining og high Alumina cement as per IS 458/2003 etc Complete as per standard specification Data | |||||
| 5.01 | 350mm RCC NP4 | 7.5 | Rmt | - | - |
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