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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹10.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹10.7 L+₹136.05 (0.01%)Admitted-Fee/PreQual/Technical/Finance | ₹10.7 L+₹136.05 (0.01%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.7 L+₹269.39 (0.03%)Admitted-Fee/PreQual/Technical/Finance | ₹10.7 L+₹269.39 (0.03%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹11.3 L+₹67,052.10 (6.29%)Admitted-Fee/PreQual/Technical/Finance | ₹11.3 L+₹67,052.10 (6.29%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹11.4 L+₹68,638.10 (6.44%)Admitted-Fee/PreQual/Technical/Finance 2 1 MIN NAGAR KOTTUR ROAD SULEESWARANPATTI POLLACHI 624006 | 624006 | ₹11.4 L+₹68,638.10 (6.44%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R.Rajan L4 | VIJAYA L6 | MJ Infrastructures L1 | M/S THANGARAJ & CO L5 | T T CONSTRUCTION L2 | S.Sudhagar L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 1. Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small 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 (CBE DATA 2025-26 P-3) | 147 | m3 | 182 ₹26,754 | 214.57 ₹31,541.79 | 175 ₹25,725 Lowest | 180 ₹26,460 | 176 ₹25,872 | 176.02 ₹25,875.23 |
| 2.00 | 2. Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification (CBE DATA 2025-26 P-4) | 147 | m3 | 5,000 ₹7,35,000 | 5,815.15 ₹8,54,827.05 | 4,770 ₹7,01,190 | 5,000 ₹7,35,000 | 4,769.94 ₹7,01,180.59 Lowest | 4,770.53 ₹7,01,268.24 |
| 3.00 | 3.Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (CBE DATA 2025-26 P-13) | 20 | m2 | 350 ₹7,000 | 467.17 ₹9,343.4 | 383.2 ₹7,664 | 150 ₹3,000 Lowest | 383.2 ₹7,664 | 383.25 ₹7,664.96 |
| 4.00 | 4. Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification (CBE DATA 2025-26 P-5) | 55 | m3 | 6,500 ₹3,57,500 | 7,087.35 ₹3,89,804.25 | 5,813.5 ₹3,19,742.5 | 6,500 ₹3,57,500 | 5,813.47 ₹3,19,740.96 Lowest | 5,814.2 ₹3,19,780.93 |
| 5.00 | 5. Conveying excavated earth from the site to 15 km distance from the city limit including loading, unloading and transportation etc. complete. (CBE DATA 2025-26 P-3) | 147 | m3 | 50 ₹7,350 Lowest | 101.43 ₹14,910.21 | 83.2 ₹12,230.4 | 90 ₹13,230 | 83.2 ₹12,230.4 | 83.21 ₹12,231.93 |
Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Providing cc flooring at Subramaniya Pillai Street,Chellandiammman Koil Street ,Nadu Veethi and South Vellalar Street in W.No 61, East zone, Coimbatore Corporation.
2026_MAWS_694674_4
E52/2026-Single Cover
Open Tender
Civil Works - Roads
Works
150 days
Coimbatore corporation
As per tender conditions
5 documents required · 5 mandatory
₹0
₹16,000
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 | 1. Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small 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 (CBE DATA 2025-26 P-3) | 147 | m3 | - | - |
| 2 | 2. Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification (CBE DATA 2025-26 P-4) | 147 | m3 | - | - |
| 3 | 3.Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (CBE DATA 2025-26 P-13) | 20 | m2 | - | - |
| 4 | 4. Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification (CBE DATA 2025-26 P-5) | 55 | m3 | - | - |
| 5 | 5. Conveying excavated earth from the site to 15 km distance from the city limit including loading, unloading and transportation etc. complete. (CBE DATA 2025-26 P-3) | 147 | m3 | - | - |
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