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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.8 L+₹13,787.25 (2.07%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹13,787.25 (2.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.0 L+₹37,347.25 (5.59%)Admitted-Fee/PreQual/Technical/Finance 2 1 MIN NAGAR KOTTUR ROAD SULEESWARANPATTI POLLACHI 624006 | 624006 | ₹7.0 L+₹37,347.25 (5.59%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.1 L+₹41,824.29 (6.27%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹41,824.29 (6.27%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.3 L+₹63,087.25 (9.45%)Admitted-Fee/PreQual/Technical/Finance N A | NA | NA | 121004 | ₹7.3 L+₹63,087.25 (9.45%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S THANGARAJ & CO L3 | SRI PUGAZH CONSTRUCTIONS L4 | KUMARAN KUDIL CONSTRUCTIONS L2 | TR INFRASTRUCTURES L5 | MJ Infrastructures L1 |
|---|---|---|---|---|---|---|---|---|
| 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) | 18 | m3 | 180 ₹3,240 | 187 ₹3,366 | 72 ₹1,296 Lowest | 100 ₹1,800 | 176 ₹3,168 |
| 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) | 18 | m3 | 4,900 ₹88,200 | 5,068.06 ₹91,225.08 | 4,410 ₹79,380 Lowest | 4,500 ₹81,000 | 4,769.94 ₹85,858.85 |
| 3.00 | 3.Centering with steel centering for revetment, drain and culvert using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., complete as per standard specification | 30 | m2 | 400 ₹12,000 Lowest | 453.99 ₹13,619.7 | 720 ₹21,600 | 450 ₹13,500 | 427.28 ₹12,818.4 |
| 4.00 | 4.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) | 7 | m2 | 100 ₹700 Lowest | 407.75 ₹2,854.25 | 630 ₹4,410 | 400 ₹2,800 | 383.2 ₹2,682.4 |
| 5.00 | 5. 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) | 96.6 | m3 | 6,200 ₹5,98,920 | 6,176.82 ₹5,96,680.81 | 5,940 ₹5,73,804 | 6,500 ₹6,27,900 | 5,812.5 ₹5,61,487.5 Lowest |
| 6.00 | 6. 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) | 18 | m3 | 100 ₹1,800 | 88.4 ₹1,591.2 | 45 ₹810 Lowest | 200 ₹3,600 | 83.2 ₹1,497.6 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Providing cement concrete Road at Nanjegoundenpudur and Jeeva Street areas in Ward No. 13, North Zone
2026_MAWS_694689_18
e55/2026-NZ Single
Open Tender
Civil Works
Works
120 days
Coimbatore corporation
As per tender documents
5 documents required · 5 mandatory
₹0
₹10,000
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) | 18 | 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) | 18 | m3 | - | - |
| 3 | 3.Centering with steel centering for revetment, drain and culvert using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., complete as per standard specification | 30 | m2 | - | - |
| 4 | 4.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) | 7 | m2 | - | - |
| 5 | 5. 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) | 96.6 | m3 | - | - |
| 6 | 6. 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) | 18 | m3 | - | - |
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