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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.2 LAdmitted-Finance | ₹28.2 L | L1 | Admitted-Finance |
| 2 | L2₹28.3 L+₹6,389.80 (0.23%)Admitted-Finance | ₹28.3 L+₹6,389.80 (0.23%) | L2 | Admitted-Finance |
| 3 | L3₹28.6 L+₹40,788 (1.45%)Admitted-Finance SOUTH THOTTAM PALAKKANTHU PO DINDIGUL WEST TALUK DINDIGUL 624 019 TAMIL NADU | 624019 | ₹28.6 L+₹40,788 (1.45%) | L3 | Admitted-Finance |
| 4 | L4₹28.8 L+₹58,672 (2.08%)Admitted-Finance | ₹28.8 L+₹58,672 (2.08%) | L4 | Admitted-Finance |
| 5 | L5₹29.2 L+₹98,319.37 (3.48%)Admitted-Finance | ₹29.2 L+₹98,319.37 (3.48%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ANANDKUMAR L1 | M RAMARAJ L8 | M.Rajendran L5 | TECTUS INFRA PVT LTD L9 | S.K.Builders L2 | P S STALIN CONTRACTOR L3 | rvk construction L4 | ABBI ASSOCIATES L7 | BJ Construction L10 | VSD CORP L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per Instruction of departmental officers..including all initial lead and lift etc complete. | 11 | m3 | 5,070 ₹55,770 | 4,602.24 ₹50,624.64 | 4,500 ₹49,500 | 4,676.28 ₹51,439.08 | 4,311 ₹47,421 | 4,360 ₹47,960 | 3,910 ₹43,010 | 3,000 ₹33,000 | 500 ₹5,500 Lowest | 4,462 ₹49,082 |
| 2.00 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 166 | m3 | 128 ₹21,248 | 116.3 ₹19,305.8 | 128.15 ₹21,272.9 | 118.17 ₹19,616.22 | 108 ₹17,928 | 110 ₹18,260 | 382 ₹63,412 | 100 ₹16,600 Lowest | 150 ₹24,900 | 112 ₹18,592 |
| 3.00 | Dismantling the damaged PCC Wall as per Instruction of departmental officers..including all initial lead and lift etc complete. | 166 | m3 | 570 ₹94,620 | 519.32 ₹86,207.12 | 489 ₹81,174 | 527.67 ₹87,593.22 | 486 ₹80,676 | 490 ₹81,340 | 442 ₹73,372 | 200 ₹33,200 Lowest | 500 ₹83,000 | 503 ₹83,498 |
| 6.00 | 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 | 470 | m3 | 220 ₹1,03,400 | 116.3 ₹54,661 | 128.15 ₹60,230.5 | 118.17 ₹55,539.9 | 108 ₹50,760 | 110 ₹51,700 | 212 ₹99,640 | 100 ₹47,000 Lowest | 213 ₹1,00,110 | 113 ₹53,110 |
| 7.00 | 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 labour charges and all incidential charges such as water providing etc., complete as per standard specification | 58 | m3 | 5,960 ₹3,45,680 | 5,410.9 ₹3,13,832.2 | 5,200 ₹3,01,600 | 5,497.95 ₹3,18,881.1 | 5,068 ₹2,93,944 | 5,130 ₹2,97,540 | 4,675 ₹2,71,150 Lowest | 5,500 ₹3,19,000 | 5,783 ₹3,35,414 | 5,246 ₹3,04,268 |
| 8.00 | 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-ll | 1,078 | m2 | 560 ₹6,03,680 Lowest | 969.38 ₹10,44,991.64 | 900 ₹9,70,200 | 984.98 ₹10,61,808.44 | 908 ₹9,78,824 | 920 ₹9,91,760 | 807.5 ₹8,70,485 | 900 ₹9,70,200 | 1,036 ₹11,16,808 | 940 ₹10,13,320 |
| 9.00 | 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 ) | 182 | m3 | 6,720 ₹12,23,040 | 6,099.82 ₹11,10,167.24 | 6,000 ₹10,92,000 | 6,197.95 ₹11,28,026.9 | 5,713 ₹10,39,766 | 5,780 ₹10,51,960 | 5,100 ₹9,28,200 Lowest | 6,700 ₹12,19,400 | 7,000 ₹12,74,000 | 5,914 ₹10,76,348 |
| 10.00 | 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-ll | 20 | m2 | 1,068 ₹21,360 | 969.38 ₹19,387.6 | 1,068 ₹21,360 | 984.98 ₹19,699.6 | 908 ₹18,160 | 920 ₹18,400 | 467.5 ₹9,350 Lowest | 1,000 ₹20,000 | 1,036 ₹20,720 | 940 ₹18,800 |
| 11.00 | Supply and fixing of (00mmx600mm dia manhole cover including loading, unloading and transportation etc. complete. | 3 | Nos | 2,700 ₹8,100 | 2,451.16 ₹7,353.48 | 2,701 ₹8,103 | 2,490.59 ₹7,471.77 | 2,296 ₹6,888 | 2,320 ₹6,960 | 2,125 ₹6,375 | 2,000 ₹6,000 Lowest | 2,277 ₹6,831 | 2,376 ₹7,128 |
| 12.00 | 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 exciuding 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. | 9 | M3 | 9,740 ₹87,660 | 8,843.17 ₹79,588.53 | 8,500 ₹76,500 | 8,985 ₹80,865 | 8,283 ₹74,547 | 8,370 ₹75,330 | 7,225 ₹65,025 Lowest | 9,500 ₹85,500 | 8,553 ₹76,977 | 8,573 ₹77,157 |
Tender Value
₹40 L
EMD Value
₹40,000
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
ReConstruction of Storm Water Drain on Rathnasabapathy Street in Ward No 44 West Zone.
2026_MAWS_679597_20
e37/2026-two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹40,000
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. | 11 | m3 | - | - |
| 2 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 166 | m3 | - | - |
| 3 | Dismantling the damaged PCC Wall as per Instruction of departmental officers..including all initial lead and lift etc complete. | 166 | m3 | - | - |
| 6 | 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 | 470 | m3 | - | - |
| 7 | 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 labour charges and all incidential charges such as water providing etc., complete as per standard specification | 58 | m3 | - | - |
| 8 | 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-ll | 1,078 | m2 | - | - |
| 9 | 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 ) | 182 | m3 | - | - |
| 10 | 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-ll | 20 | m2 | - | - |
| 11 | Supply and fixing of (00mmx600mm dia manhole cover including loading, unloading and transportation etc. complete. | 3 | Nos | - | - |
| 12 | 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 exciuding 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. | 9 | M3 | - | - |
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