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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.4 LAdmitted-Finance | ₹71.4 L | L1 | Admitted-Finance |
| 2 | L2₹76.0 L+₹4.6 L (6.41%)Admitted-Finance | ₹76.0 L+₹4.6 L (6.41%) | L2 | Admitted-Finance |
| 3 | L3₹77.5 L+₹6.1 L (8.57%)Admitted-Finance | ₹77.5 L+₹6.1 L (8.57%) | L3 | Admitted-Finance |
| 4 | L4₹77.9 L+₹6.5 L (9.14%)Admitted-Finance | ₹77.9 L+₹6.5 L (9.14%) | L4 | Admitted-Finance |
| 5 | L5₹83.4 L+₹12.0 L (16.8%)Admitted-Finance | ₹83.4 L+₹12.0 L (16.8%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NPK Associates L4 | rvk construction L1 | BJ Construction L3 | AMMAN BUILDERS L2 | NMS ENGINEERS L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC slab as per the instruction given by departmental officer etc., complete. | 37 | M3 | 2,500 ₹92,500 | 1,800 ₹66,600 | 4,805 ₹1,77,785 | 4,311 ₹1,59,507 | 171 ₹6,327 Lowest |
| 2.00 | Dismantling the damaged PCC flooring as per the instruction given by departmental officer etc., complete. | 12 | M3 | 572 ₹6,864 | 210 ₹2,520 | 5,279 ₹63,348 | 486 ₹5,832 | 172 ₹2,064 Lowest |
| 3.00 | Dismantling the damaged Brick work in cement mortor as per the instruction given by departmental officer etc., complete. | 30 | M3 | 333 ₹9,990 | 150 ₹4,500 | 315 ₹9,450 | 283 ₹8,490 | 133 ₹3,990 Lowest |
| 4.00Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | ||||||||
| 4.01 | I. Footing | 266 | M3 | 220 ₹58,520 | 225.5 ₹59,983 | 208 ₹55,328 | 187 ₹49,742 Lowest | 200 ₹53,200 |
| 4.02 | II. Plinth Beam | 18 | M3 | 110 ₹1,980 | 225.5 ₹4,059 | 104 ₹1,872 | 93 ₹1,674 Lowest | 200 ₹3,600 |
| 5.00 | Cement concrete 1:4:8 (one cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted, etc., complete complying with standard specification. | 31 | M3 | 5,600 ₹1,73,600 | 5,085 ₹1,57,635 Lowest | 5,600 ₹1,73,600 | 5,100 ₹1,58,100 | 5,500 ₹1,70,500 |
| 6.00Supply and erecting shuttering including necessary supports etc., completed complying with standard specification and as directed. | ||||||||
| 6.01 | I. Column | 253 | M2 | 1,417 ₹3,58,501 | 1,000 ₹2,53,000 Lowest | 1,343 ₹3,39,779 | 1,300 ₹3,28,900 | 1,200 ₹3,03,600 |
| 6.02 | II. Plinth Beam & Grade Beam | 613 | M2 | 356 ₹2,18,228 | 500 ₹3,06,500 | 337 ₹2,06,581 Lowest | 1,300 ₹7,96,900 | 1,200 ₹7,35,600 |
Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of additional class Rooms to Kalveerampalayam Elementary School in Ward No 38 West Zone
2026_MAWS_679597_7
e37/2026-two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹1 L
The Chief Engineer Office, Coimbatore Corporation
3 Jul 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC slab as per the instruction given by departmental officer etc., complete. | 37 | M3 | - | - |
| 2 | Dismantling the damaged PCC flooring as per the instruction given by departmental officer etc., complete. | 12 | M3 | - | - |
| 3 | Dismantling the damaged Brick work in cement mortor as per the instruction given by departmental officer etc., complete. | 30 | M3 | - | - |
| 4Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge. | |||||
| 4.01 | I. Footing | 266 | M3 | - | - |
| 4.02 | II. Plinth Beam | 18 | M3 | - | - |
| 5 | Cement concrete 1:4:8 (one cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted, etc., complete complying with standard specification. | 31 | M3 | - | - |
| 6Supply and erecting shuttering including necessary supports etc., completed complying with standard specification and as directed. | |||||
| 6.01 | I. Column | 253 | M2 | - | - |
| 6.02 | II. Plinth Beam & Grade Beam | 613 | M2 | - | - |
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