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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.7 LAdmitted-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹57.7 L | L1 | Admitted-Finance |
| 2 | L2₹59.8 L+₹2.1 L (3.69%)Admitted-Finance | ₹59.8 L+₹2.1 L (3.69%) | L2 | Admitted-Finance |
| 3 | L3₹60.6 L+₹2.9 L (5.03%)Admitted-Finance | ₹60.6 L+₹2.9 L (5.03%) | L3 | Admitted-Finance |
| 4 | L4₹60.6 L+₹2.9 L (5.04%)Admitted-Finance | ₹60.6 L+₹2.9 L (5.04%) | L4 | Admitted-Finance |
| 5 | L5₹61.4 L+₹3.7 L (6.42%)Admitted-Finance SOUTH THOTTAM PALAKKANTHU PO DINDIGUL WEST TALUK DINDIGUL 624 019 TAMIL NADU | 624019 | ₹61.4 L+₹3.7 L (6.42%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JAYALAKSHMI BUKDERS L7 | M S ENGINEERS L1 | P S STALIN CONTRACTOR L5 | AMMAN BUILDERS L3 | R.R. ENTERPRISES L6 | CHITHRAVARSINI AND CO L4 | rvk construction L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per instruction of departmental officers including all initial lead and lift etc complete | 76 | M3 | 4,574.34 ₹3,47,649.84 | 5,000 ₹3,80,000 | 4,360 ₹3,31,360 | 4,311 ₹3,27,636 | 5,500 ₹4,18,000 | 4,312 ₹3,27,712 | 3,910 ₹2,97,160 Lowest |
| 2.00 | Removal of cutstone slabs & RCC cover slabs as per instruction of departmental officers including all initial lead and lift etc complete | 110 | M3 | 544.55 ₹59,900.5 | 300 ₹33,000 Lowest | 520 ₹57,200 | 513 ₹56,430 | 600 ₹66,000 | 513 ₹56,430 | 483 ₹53,130 |
| 3.00 | Desilting the exg drain as per instruction of departmental officers including all initial lead and lift etc complete | 382 | M3 | 115.59 ₹44,155.38 | 100 ₹38,200 Lowest | 110 ₹42,020 | 108 ₹41,256 | 200 ₹76,400 | 109 ₹41,638 | 383 ₹1,46,306 |
| 6.00 | Dismantling the damaged PCC wall as per instruction of departmental officers including all initial lead and lift etc complete | 136 | M3 | 516.16 ₹70,197.76 | 400 ₹54,400 Lowest | 490 ₹66,640 | 486 ₹66,096 | 450 ₹61,200 | 486 ₹66,096 | 442 ₹60,112 |
| 7.00 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B | 561 | M3 | 115.59 ₹64,845.99 | 100 ₹56,100 | 120 ₹67,320 | 108 ₹60,588 | 15 ₹8,415 Lowest | 108 ₹60,588 | 213 ₹1,19,493 |
| 8.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and tabour charges and all incidential charges such as water providing etc., complete as per standard specification | 56 | M3 | 5,378.1 ₹3,01,173.6 | 5,900 ₹3,30,400 | 5,130 ₹2,87,280 | 5,068 ₹2,83,808 | 8,000 ₹4,48,000 | 5,068 ₹2,83,808 | 4,675 ₹2,61,800 Lowest |
| 9.00 | Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 6GOcm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123B Part-ll | 1,012 | M2 | 963.5 ₹9,75,062 | 650 ₹6,57,800 | 920 ₹9,31,040 | 908 ₹9,18,896 | 450 ₹4,55,400 Lowest | 908 ₹9,18,896 | 808 ₹8,17,696 |
| 10.00 | Plain cement concrete 1:3:6 mix (One cement three M.Sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 33 | M3 | 6,062.84 ₹2,00,073.72 | 6,500 ₹2,14,500 | 5,760 ₹1,90,080 | 5,713 ₹1,88,529 | 9,500 ₹3,13,500 | 5,714 ₹1,88,562 | 5,525 ₹1,82,325 Lowest |
| 11.00 | Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123B Part-Il | 1,210 | M2 | 963.5 ₹11,65,835 | 600 ₹7,26,000 Lowest | 920 ₹11,13,200 | 908 ₹10,98,680 | 700 ₹8,47,000 | 908 ₹10,98,680 | 748 ₹9,05,080 |
| 12.00 | Supply and fixing of 600mmx600mm dia manhole cover including loading unloading and transportation etc complete | 170 | Nos | 2,436.3 ₹4,14,171 | 2,500 ₹4,25,000 | 2,330 ₹3,96,100 | 2,296 ₹3,90,320 | 2,701 ₹4,59,170 | 2,296 ₹3,90,320 | 2,125 ₹3,61,250 Lowest |
Tender Value
₹85 L
EMD Value
₹85,000
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Renovation of storm water drain on NSR Road and Kamarajar street in Ward No 45 of West Zone
2026_MAWS_679597_9
e37/2026-two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹85,000
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 instruction of departmental officers including all initial lead and lift etc complete | 76 | M3 | - | - |
| 2 | Removal of cutstone slabs & RCC cover slabs as per instruction of departmental officers including all initial lead and lift etc complete | 110 | M3 | - | - |
| 3 | Desilting the exg drain as per instruction of departmental officers including all initial lead and lift etc complete | 382 | M3 | - | - |
| 6 | Dismantling the damaged PCC wall as per instruction of departmental officers including all initial lead and lift etc complete | 136 | M3 | - | - |
| 7 | Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B | 561 | M3 | - | - |
| 8 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and tabour charges and all incidential charges such as water providing etc., complete as per standard specification | 56 | M3 | - | - |
| 9 | Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 6GOcm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123B Part-ll | 1,012 | M2 | - | - |
| 10 | Plain cement concrete 1:3:6 mix (One cement three M.Sand and six aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) | 33 | M3 | - | - |
| 11 | Supplying and erecting centering for side and soffits including necessary supports and strutting upto 3.29m high for plane surfaces such as side slabs of RCC boxing and similar vertical RCC slabs, FACIA, Drop etc., in all floor with all cross bracing using mild steel sheets of size of 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25X25X3mm for boardinglaid over country wood joists of size 10cm x 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. SI.No.123B Part-Il | 1,210 | M2 | - | - |
| 12 | Supply and fixing of 600mmx600mm dia manhole cover including loading unloading and transportation etc complete | 170 | Nos | - | - |
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