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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC LESS |
| 2 | L2₹4.2 L+₹11.16 (<0.01%)Rejected-AOC | ₹4.2 L+₹11.16 (<0.01%) | L2 | Rejected-AOC ABOVE |
| Sl No | Description | Qty | Unit | R MANICKAM L1 | Senthil & Co L2 |
|---|---|---|---|---|---|
| 1.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 3 | m2 | 600 ₹1,800 Lowest | 603.72 ₹1,811.16 |
| 2.00 | Relaying the RCC coverb for drain as per deparmental officer etc., Complete | 3 | m2 | 662.37 ₹1,987.11 Lowest | 662.37 ₹1,987.11 Lowest |
| 3.00 | Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete | 1 | m3 | 4,377.21 ₹4,377.21 Lowest | 4,377.21 ₹4,377.21 Lowest |
| 4.00 | Desilting the Existing Drain as per the instruction of departmental officer etc., complete | 8 | m3 | 113.3 ₹906.4 Lowest | 113.3 ₹906.4 Lowest |
| 5.00 | Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete | 4 | m3 | 572.25 ₹2,289 Lowest | 572.25 ₹2,289 Lowest |
| 6.00 | 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. departmental officers etc complete | 50 | m3 | 220 ₹11,000 Lowest | 220 ₹11,000 Lowest |
| 7.00 | Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 63 | m3 | 104 ₹6,552 Lowest | 104 ₹6,552 Lowest |
| 8.00 | Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete | 13 | m3 | 5,962.42 ₹77,511.46 Lowest | 5,962.42 ₹77,511.46 Lowest |
| 9.00 | 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 X3mm 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 For Drain | 150 | m2 | 534.1 ₹80,115 Lowest | 534.1 ₹80,115 Lowest |
| 10.00 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 25 | m3 | 6,721.56 ₹1,68,039 Lowest | 6,721.56 ₹1,68,039 Lowest |
Tender Value
₹5 L
EMD Value
₹5,000
Closing Date
19 Dec 2025, 3:00 pmClosed
Assistant Commissioner
Coimbatore Corporation, Central zone, Hosur road, Coimbatore.641018
Reconstruction of Storm Water Drain Mariamman kovil street near kalamegam hospital in ward no 49
2025_MAWS_631177_14
E6/2025-26/CZ
Open Tender
Civil Works
Works
Central zone
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹5,000
Yes
10 Aug 2026
12 Dec 2025
19 Dec 2025
12 Dec 2025
19 Dec 2025
12 Dec 2025
Relaying the RCC coverb for drain as per deparmental officer etc., Complete
Relaying the RCC coverb for drain as per deparmental officer etc., Complete
Dismantling the existing damaged RCC slab as per deparmental officer etc., Complete
Desilting the Existing Drain as per the instruction of departmental officer etc., complete
Dismantling the damaged Cement concrete as per the instruction of Departmental officers etc., Complete
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. departmental officers etc complete
Conveying the excavated earth from the site to the distance of 15kms out side of the city limit including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers.
Cement concrete 1:4:8 (one cement, four sand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete
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 X3mm 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 For Drain
Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete.
PLASTERING with cement mortar 1:5(one cement and five sand by volume) 12mm thick for all internal/external surfaces complying with standard specifications.
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