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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.7 L+₹20,568.68 (5.86%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹20,568.68 (5.86%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.1 L+₹61,847.68 (17.6%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹61,847.68 (17.6%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.1 L+₹61,856.77 (17.6%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹61,856.77 (17.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VADIVENDRA ASSOCIATES L2 | M THIRUNAVUKKARASU L1 | Skandha Constructions L4 | BALAMURUGAN ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling plain cement concrete as per the direction of Departmental officer | 3 | Cum | 515 ₹1,545 | 486.47 ₹1,459.41 Lowest | 572.25 ₹1,716.75 | 572 ₹1,716 |
| 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 | 5 | Cum | 108 ₹540 | 102.86 ₹514.3 Lowest | 121 ₹605 | 121 ₹605 |
| 3.00 | Cement concrete 1:4:8 (One cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted, complying with standard specification including conveyance of materials by with lead and lift etc., complete | 5 | Cum | 5,121 ₹25,605 | 4,837.96 ₹24,189.8 Lowest | 5,691 ₹28,455 | 5,691 ₹28,455 |
| 4.00 | Centering 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 bout 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 | 17 | Sqm | 480 ₹8,160 | 454.04 ₹7,718.68 Lowest | 534.1 ₹9,079.7 | 534 ₹9,078 |
| 5.00 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 13 | Sqm | 431 ₹5,603 | 407.2 ₹5,293.6 Lowest | 479 ₹6,227 | 479 ₹6,227 |
| 6.00 | Cement concrete 1:2:4(One cement two sand & four broken stone) using 20mm guage hard broken granite stone jelly compacting etc., including all labour and material charges completed as per complying with Standard Specifications etc | 49 | Cum | 6,723 ₹3,29,427 | 6,350.25 ₹3,11,162.25 Lowest | 7,470 ₹3,66,030 | 7,470 ₹3,66,030 |
| 7.00 | 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 | 8 | Cum | 61 ₹488 | 57.66 ₹461.28 Lowest | 67.83 ₹542.64 | 67 ₹536 |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
1 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Restoration of cement concrete flooring at Arumuga devar street, Periya samy servai Street Cut roads in Ward No 96, South Zone.
2026_MAWS_694673_3
e53/2026-south single
Open Tender
Civil Works
Works
90 days
The Commissioner, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,000
2 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
1 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling plain cement concrete as per the direction of Departmental officer | 3 | Cum | - | - |
| 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 | 5 | Cum | - | - |
| 3 | Cement concrete 1:4:8 (One cement, four sand and Eight aggregate) using 40mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted, complying with standard specification including conveyance of materials by with lead and lift etc., complete | 5 | Cum | - | - |
| 4 | Centering 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 bout 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 | 17 | Sqm | - | - |
| 5 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification | 13 | Sqm | - | - |
| 6 | Cement concrete 1:2:4(One cement two sand & four broken stone) using 20mm guage hard broken granite stone jelly compacting etc., including all labour and material charges completed as per complying with Standard Specifications etc | 49 | Cum | - | - |
| 7 | 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 | 8 | Cum | - | - |
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