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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹5.6 L+₹1,581.97 (0.28%)Rejected-AOC | ₹5.6 L+₹1,581.97 (0.28%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹5.7 L+₹6,758.43 (1.20%)Rejected-AOC | ₹5.7 L+₹6,758.43 (1.20%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹5.7 L+₹9,712.72 (1.73%)Rejected-AOC | ₹5.7 L+₹9,712.72 (1.73%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹5.7 L+₹12,644.72 (2.25%)Rejected-AOC | ₹5.7 L+₹12,644.72 (2.25%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | B KANAGARAJ L1 | A.P.R CONSRTUCTION L5 | RK INFRASTRUCURES L4 | V SHANMUGAM L6 | M THIRUNAVUKKARASU L3 | P GIRIVEL L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling, Clearing away the damaged RCC Slab carefully stacking materials useful for reuse etc., complete as per the direction of departmental officer. | 1.4 | Cum | 4,259.93 ₹5,963.9 | 4,800 ₹6,720 | 4,335 ₹6,069 | 4,563 ₹6,388.2 | 4,311.15 ₹6,035.61 | 431.5 ₹604.1 Lowest |
| 2.00 | Dismantling, Clearing away the damaged PCC Sidewall carefully stacking materials useful for reuse etc., complete as per the direction of departmental officer. | 24.5 | Cum | 480.69 ₹11,776.91 | 450 ₹11,025 Lowest | 489 ₹11,980.5 | 514 ₹12,593 | 486.47 ₹11,918.52 | 486.7 ₹11,924.15 |
| 3.00 | Earth work excavation in all soils and sub-soils and the full depth as may be directed by the departmental officers with initial lead and lift and cleaning and levelling the site etc., complete complying with standard specification | 139 | Cum | 184.8 ₹25,687.2 | 180 ₹25,020 Lowest | 188 ₹26,132 | 198 ₹27,522 | 187.02 ₹25,995.78 | 187.1 ₹26,006.9 |
| 4.00 | 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 | 15 | Cum | 5,008.43 ₹75,126.45 Lowest | 5,300 ₹79,500 | 5,097 ₹76,455 | 5,365 ₹80,475 | 5,068.65 ₹76,029.75 | 5,071 ₹76,065 |
| 5.00Centering 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 | |||||||||
| 5.01 | Side wall Centering For Drain | 247.5 | Sqm | 448.64 ₹1,11,038.4 | 400 ₹99,000 Lowest | 456 ₹1,12,860 | 481 ₹1,19,047.5 | 454.04 ₹1,12,374.9 | 454.25 ₹1,12,426.88 |
| 6.00 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (MSand) and six 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 | 41.5 | Cum | 5,646.11 ₹2,34,313.56 Lowest | 6,100 ₹2,53,150 | 5,746 ₹2,38,459 | 6,050 ₹2,51,075 | 5,714 ₹2,37,131 | 5,716.7 ₹2,37,243.05 |
| 7.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (MSand) 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 | 11.5 | Cum | 5,849.16 ₹67,265.34 Lowest | 6,000 ₹69,000 | 5,953 ₹68,459.5 | 6,550 ₹75,325 | 5,919.48 ₹68,074.02 | 5,922.25 ₹68,105.88 |
| 8.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 100 | Sqm | 260.04 ₹26,004 Lowest | 270 ₹27,000 | 264 ₹26,400 | 280 ₹28,000 | 263.17 ₹26,317 | 263.25 ₹26,325 |
| 9.00 | 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 | 83.5 | Cum | 57.12 ₹4,769.52 | 50 ₹4,175 Lowest | 58 ₹4,843 | 65 ₹5,427.5 | 57.81 ₹4,827.14 | 57.8 ₹4,826.3 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
1 Jul 2026, 3:00 pmClosed
Assistant Commissioner, South Zone
South Zone, Coimbatore Corporation, Kuniyamuthur, Coimbatore 641008
Reconstructions of storm water drain at Brindavan circle south (S to N) in Ward No 87, South Zone.
2026_MAWS_681829_11
E2 / South Zone / 2026
Open Tender
Civil Works
Works
120 days
South Zone, Coimbatore Corporation
As per the tender condition attached
4 documents required · 4 mandatory
₹0
₹8,000
Yes
17 Aug 2026
20 Jun 2026
2 Jul 2026
21 Jun 2026
1 Jul 2026
21 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling, Clearing away the damaged RCC Slab carefully stacking materials useful for reuse etc., complete as per the direction of departmental officer. | 1.4 | Cum | - | - |
| 2 | Dismantling, Clearing away the damaged PCC Sidewall carefully stacking materials useful for reuse etc., complete as per the direction of departmental officer. | 24.5 | Cum | - | - |
| 3 | Earth work excavation in all soils and sub-soils and the full depth as may be directed by the departmental officers with initial lead and lift and cleaning and levelling the site etc., complete complying with standard specification | 139 | Cum | - | - |
| 4 | 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 | 15 | Cum | - | - |
| 5Centering 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 | |||||
| 5.01 | Side wall Centering For Drain | 247.5 | Sqm | - | - |
| 6 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (MSand) and six 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 | 41.5 | Cum | - | - |
| 7 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (MSand) 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 | 11.5 | Cum | - | - |
| 8 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 100 | Sqm | - | - |
| 9 | 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 | 83.5 | Cum | - | - |
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