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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.7 L+₹11,449.85 (3.24%)Rejected-AOC | ₹3.7 L+₹11,449.85 (3.24%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹3.7 L+₹12,598.49 (3.56%)Rejected-AOC | ₹3.7 L+₹12,598.49 (3.56%) | L3 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | S.K.Builders L1 | P GIRIVEL L3 | PRAVILA BULDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per Instruction of departmental officers..including all initial lead and lift etc complete. | 1 | M3 | 4,311 ₹4,311 | 4,462.8 ₹4,462.8 | 3,000 ₹3,000 Lowest |
| 2.00 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 16 | M3 | 108 ₹1,728 | 112.8 ₹1,804.8 | 100 ₹1,600 Lowest |
| 3.00 | Dismantling the damaged PCC Wall as per Instruction of departmental officers..including all initial lead and lift etc complete. | 20 | M3 | 486 ₹9,717.57 | 504 ₹10,077.48 | 400 ₹7,998 Lowest |
| 4.00 | 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 | 25 | m3 | 108 ₹2,700 Lowest | 112 ₹2,800 | 120 ₹3,000 |
| 5.00 | 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 | 10 | M3 | 5,068 ₹50,680 Lowest | 5,247 ₹52,470 | 5,500 ₹55,000 |
| 6.00 | 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. Sl.No.123B Part-II | 141 | M2 | 908 ₹1,28,028 | 941 ₹1,32,681 | 800 ₹1,12,800 Lowest |
| 7.00 | 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 ) | 24 | M3 | 5,713 ₹1,37,083.44 Lowest | 5,915 ₹1,41,930.43 | 6,800 ₹1,63,166 |
| 8.00 | Plastering in Cement Mortar 1:5 mix 12mm thick as per Instruction of departmental officers..including all initial lead and lift etc complete. | 52 | m3 | 263 ₹13,676 | 272.5 ₹14,170 | 210 ₹10,920 Lowest |
| 9.00 | Conveying the excavated earth from the site from 0 to 15 km lead including loading and unloading charges etc., completed. | 63 | m3 | 90 ₹5,669.55 Lowest | 92 ₹5,795.54 | 120 ₹7,559.4 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
24 Jun 2026, 3:00 pmClosed
Assisstant Commissioner-West Zone
West Zone, Coimbatore Corporation
Reconstruction of Storm Water Drain at Subramaniyapuram in Ward No 43 West Zone
2026_MAWS_681513_21
E1/WESTZONE/2026
Open Tender
Civil Works
Works
90 days
West Zone, Coimbatore Corporation
As per document attached
4 documents required · 4 mandatory
₹0
₹5,000
Yes
24 Aug 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
24 Jun 2026
18 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. | 1 | M3 | - | - |
| 2 | Desilting the exg drain as per Instruction of departmental officers..including all initial lead and lift etc complete. | 16 | M3 | - | - |
| 3 | Dismantling the damaged PCC Wall as per Instruction of departmental officers..including all initial lead and lift etc complete. | 20 | M3 | - | - |
| 4 | 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 | 25 | m3 | - | - |
| 5 | 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 | 10 | M3 | - | - |
| 6 | 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. Sl.No.123B Part-II | 141 | M2 | - | - |
| 7 | 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 ) | 24 | M3 | - | - |
| 8 | Plastering in Cement Mortar 1:5 mix 12mm thick as per Instruction of departmental officers..including all initial lead and lift etc complete. | 52 | m3 | - | - |
| 9 | Conveying the excavated earth from the site from 0 to 15 km lead including loading and unloading charges etc., completed. | 63 | m3 | - | - |
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