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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹75,071.30 (11.9%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹75,071.30 (11.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹75,117.27 (11.9%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹75,117.27 (11.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.5 L+₹1.2 L (19.3%)Admitted-Fee/PreQual/Technical/Finance | ₹7.5 L+₹1.2 L (19.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SRI BUILDERS L4 | svasit Engineers L2 | PERUMAL L1 | Civees infraaccon L3 |
|---|---|---|---|---|---|---|---|
| 1.00Earth 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. | |||||||
| 1.01 | I. Footing | 15 | M3 | 220 ₹3,299.56 | 169 ₹2,534.66 | 220 ₹3,299.56 | 163 ₹2,444.67 Lowest |
| 1.02 | II. Plinth Beam | 13 | M3 | 220 ₹2,859.3 | 84.95 ₹1,104.08 Lowest | 110 ₹1,429.65 | 100 ₹1,299.68 |
| 2.00 | 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. | 6 | M3 | 5,900 ₹35,427.73 | 4,450 ₹26,720.92 Lowest | 5,000 ₹30,023.5 | 5,500 ₹33,025.85 |
| 3.00Supply and erecting centering for sides and soffits including supports and strutting etc., completed as directed. | |||||||
| 3.01 | I. Column | 22 | M2 | 1,000 ₹22,000 Lowest | 1,190 ₹26,180 | 1,100 ₹24,200 | 1,100 ₹24,200 |
| 3.02 | II. Plinth Beam & Grade Beam | 8 | M2 | 534 ₹4,274.14 | 290 ₹2,321.16 Lowest | 320 ₹2,561.28 | 310 ₹2,481.24 |
| 3.03 | III. Staircase slab, Lintel, Sun Shade, Roof beam & Roof slab | 53 | M2 | 1,000 ₹52,995.5 | 1,000 ₹52,995.5 | 1,100 ₹58,295.05 | 800 ₹42,396.4 Lowest |
| 4.00 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 8.8 | Qtl | 9,500 ₹83,644.08 | 8,500 ₹74,839.44 | 8,000 ₹70,437.12 Lowest | 8,500 ₹74,839.44 |
| 5.00Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm gauge hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | |||||||
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
27 Aug 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Improvement works to PDS shop at Bommanampalayam in ward no 38 of west zone.
2026_MAWS_691167_9
E2/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per the tender document attached
4 documents required · 4 mandatory
₹0
₹10,000
Yes
28 Aug 2026
5 Aug 2026
28 Aug 2026
5 Aug 2026
27 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | I. Footing | 15 | M3 | - | - |
| 1.02 | II. Plinth Beam | 13 | M3 | - | - |
| 2 | 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. | 6 | M3 | - | - |
| 3Supply and erecting centering for sides and soffits including supports and strutting etc., completed as directed. | |||||
| 3.01 | I. Column | 22 | M2 | - | - |
| 3.02 | II. Plinth Beam & Grade Beam | 8 | M2 | - | - |
| 3.03 | III. Staircase slab, Lintel, Sun Shade, Roof beam & Roof slab | 53 | M2 | - | - |
| 4 | Supply and fabrication of R.T.S. rods in various dia including cutting bending placing in position and tying etc. | 8.8 | Qtl | - | - |
| 5Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm gauge hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | |||||
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