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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | ₹9.7 L | L1 | Accepted-AOC Accept |
| 2 | L2₹9.7 L+₹417.43 (0.04%)Rejected-AOC | ₹9.7 L+₹417.43 (0.04%) | L2 | Rejected-AOC Reject |
| 3 | L3₹9.8 L+₹12,177.07 (1.26%)Rejected-AOC | ₹9.8 L+₹12,177.07 (1.26%) | L3 | Rejected-AOC Reject |
| 4 | L4₹10.0 L+₹33,551.62 (3.47%)Rejected-AOC | ₹10.0 L+₹33,551.62 (3.47%) | L4 | Rejected-AOC Reject |
| 5 | L5₹10.2 L+₹53,379.36 (5.52%)Rejected-AOC | ₹10.2 L+₹53,379.36 (5.52%) | L5 | Rejected-AOC Reject |
| Sl No | Description | Qty | Unit | R & K ASSOCIATES L1 | S M BUILDERS L5 | SATHISH KUMAR L2 | SARGURU ENTERPRISES L3 | Skandha Constructions L6 | SS ENGINEERRS L8 | A SHANMUGAM L4 | THOUSAND BRICKS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged Flooring tiles as per the direction of the deaprtmental officers | 73 | m2 | 48.71 ₹3,555.83 | 51 ₹3,723 | 48.5 ₹3,540.5 Lowest | 49.25 ₹3,595.25 | 51.85 ₹3,785.05 | 58 ₹4,234 | 50.34 ₹3,674.82 | 51.5 ₹3,759.5 |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with 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 | 4 | m3 | 198 ₹792 Lowest | 209 ₹836 | 198 ₹792 Lowest | 200.22 ₹800.88 | 210.76 ₹843.04 | 226 ₹904 | 204.62 ₹818.48 | 212 ₹848 |
| 3.00 | 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 | 77 | m3 | 93.6 ₹7,207.2 | 99 ₹7,623 | 93 ₹7,161 Lowest | 94.65 ₹7,288.05 | 99.63 ₹7,671.51 | 114 ₹8,778 | 96.73 ₹7,448.21 | 98.75 ₹7,603.75 |
| 4.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 13 | m3 | 470.7 ₹6,119.1 | 497 ₹6,461 | 470 ₹6,110 Lowest | 475.98 ₹6,187.74 | 501.03 ₹6,513.39 | 532 ₹6,916 | 486.44 ₹6,323.72 | 497.75 ₹6,470.75 |
| 5.00 | 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 | 3.5 | m3 | 5,366.18 ₹18,781.63 | 5,666.5 ₹19,832.75 | 5,365 ₹18,777.5 Lowest | 5,426.4 ₹18,992.4 | 5,712 ₹19,992 | 5,965 ₹20,877.5 | 5,545.65 ₹19,409.77 | 5,850 ₹20,475 |
| 6.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||||||||
| 6.01 | Side Wall | 17 | m2 | 480.69 ₹8,171.73 | 507 ₹8,619 | 480 ₹8,160 Lowest | 486.08 ₹8,263.36 | 511.67 ₹8,698.39 | 540 ₹9,180 | 496.77 ₹8,445.09 | 515 ₹8,755 |
| 6.02 | Slab | 11.75 | m2 | 1,062.9 ₹12,489.08 | 1,122 ₹13,183.5 | 1,062 ₹12,478.5 Lowest | 1,074.83 ₹12,629.25 | 1,131.4 ₹13,293.95 | 1,200 ₹14,100 | 1,098.45 ₹12,906.79 | 1,150 ₹13,512.5 |
| 7.00 | 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. | 4 | Qtl | 8,587.94 ₹34,351.76 | 9,067 ₹36,268 | 8,587 ₹34,348 Lowest | 8,684.31 ₹34,737.24 | 9,141.38 ₹36,565.52 | 9,552 ₹38,208 | 8,875.15 ₹35,500.6 | 9,225 ₹36,900 |
| 8.00 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 4 | M3 | 8,770.09 ₹35,080.36 | 9,259.25 ₹37,037 | 8,769 ₹35,076 Lowest | 8,868.5 ₹35,474 | 9,335.27 ₹37,341.08 | 9,750 ₹39,000 | 9,063.4 ₹36,253.6 | 9,550 ₹38,200 |
Tender Value
₹12.9 L
EMD Value
₹12,900
Closing Date
9 Jun 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Maintenance works to Amma Unavagam at Kuniyamuthur in ward No.88 South zone
2026_MAWS_678404_3
e35/2026 (Amma unavagam)
Open Tender
Civil Works
Works
60 days
Coimbatore corporation
As Per Tender Document
4 documents required · 4 mandatory
₹0
₹12,900
25 Aug 2026
27 May 2026
10 Jun 2026
27 May 2026
9 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged Flooring tiles as per the direction of the deaprtmental officers | 73 | m2 | - | - |
| 2 | 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 | 4 | m3 | - | - |
| 3 | 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 | 77 | m3 | - | - |
| 4 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 13 | m3 | - | - |
| 5 | 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 | 3.5 | m3 | - | - |
| 6Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 6.01 | Side Wall | 17 | m2 | - | - |
| 6.02 | Slab | 11.75 | m2 | - | - |
| 7 | 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. | 4 | Qtl | - | - |
| 8 | Reinforced Cement concrete 1:1.5 :3 (one cement, one and half M.sand & three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer etc., complete. | 4 | M3 | - | - |
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