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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹17.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹18.3 L+₹43,319.72 (2.43%)Admitted-Fee/PreQual/Technical/Finance | ₹18.3 L+₹43,319.72 (2.43%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹18.4 L+₹61,601.24 (3.46%)Admitted-Fee/PreQual/Technical/Finance | ₹18.4 L+₹61,601.24 (3.46%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SRI GURUVAYURAPAN AND COMPANY L3 | VINAYAGA CONSTRUCTIONS L2 | A SHANMUGAM L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the old damaged plain cement concrete as per the Direction of departmental officers,. | 62 | Cum | 470 ₹29,140 Lowest | 486.46 ₹30,160.52 | 497.91 ₹30,870.42 |
| 2.00 | Desilting the storm water drain - Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B). | 73 | Cum | 100 ₹7,300 | 87.56 ₹6,391.88 Lowest | 101.37 ₹7,400.01 |
| 3.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with mall size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 160 | Cum | 200 ₹32,000 | 190.54 ₹30,486.4 Lowest | 191.42 ₹30,627.2 |
| 4.00 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 296 | Cum | 80 ₹23,680 Lowest | 88.6 ₹26,225.6 | 90.49 ₹26,785.04 |
| 5.00 | Cement concrete 1:4:8 (One cement four sand Eight broken stone) using 40mm guage hard broken granite stone jelly for no more than 15cm thick, compacting etc., complete complying with standard. | 33 | Cum | 4,900 ₹1,61,700 Lowest | 5,069.62 ₹1,67,297.46 | 5,187.9 ₹1,71,200.7 |
| 6.00Centering with Steel Plates for Sides and Soffits including all Labour Charges as per the Direction of the Departmental officers Etc., Complete. | ||||||
| 6.01 | Drain | 474 | Sqm | 450 ₹2,13,300 Lowest | 454.03 ₹2,15,210.22 | 464.72 ₹2,20,277.28 |
| 6.02 | Slab | 212 | Sqm | 700 ₹1,48,400 | 1,003 ₹2,12,636 | 619.62 ₹1,31,359.44 Lowest |
| 7.00 | Cement concrete 1:3:6 mix (one cement Three sand and Six aggregates) using 20 mm size hard broken stones from approved quarry complying with standard specification | 81 | Cum | 6,000 ₹4,86,000 | 5,713.52 ₹4,62,795.12 Lowest | 5,848.43 ₹4,73,722.83 |
| 8.00 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 28 | Qtl | 9,000 ₹2,52,000 | 8,111.78 ₹2,27,129.84 Lowest | 8,302.62 ₹2,32,473.36 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of Strom Water Drain and Culvert at BK Pudur,Muthusamyservai Street,Kamaraj Street,Padasalai Street in Ward No.92, South zone.
2026_MAWS_694673_8
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
₹25,000
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 | Dismantling the old damaged plain cement concrete as per the Direction of departmental officers,. | 62 | Cum | - | - |
| 2 | Desilting the storm water drain - Sand and Silt Under Water (SS20B) Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels (SS20B). | 73 | Cum | - | - |
| 3 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with mall size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 160 | Cum | - | - |
| 4 | Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard specification. For 1M3 | 296 | Cum | - | - |
| 5 | Cement concrete 1:4:8 (One cement four sand Eight broken stone) using 40mm guage hard broken granite stone jelly for no more than 15cm thick, compacting etc., complete complying with standard. | 33 | Cum | - | - |
| 6Centering with Steel Plates for Sides and Soffits including all Labour Charges as per the Direction of the Departmental officers Etc., Complete. | |||||
| 6.01 | Drain | 474 | Sqm | - | - |
| 6.02 | Slab | 212 | Sqm | - | - |
| 7 | Cement concrete 1:3:6 mix (one cement Three sand and Six aggregates) using 20 mm size hard broken stones from approved quarry complying with standard specification | 81 | Cum | - | - |
| 8 | Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors. | 28 | Qtl | - | - |
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