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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAdmitted-Finance | ₹21.0 L | L1 | Admitted-Finance |
| 2 | L2₹21.4 L+₹36,973 (1.76%)Admitted-Finance COIMBATORE | ₹21.4 L+₹36,973 (1.76%) | L2 | Admitted-Finance |
| 3 | L3₹21.4 L+₹39,923 (1.90%)Admitted-Finance 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹21.4 L+₹39,923 (1.90%) | L3 | Admitted-Finance |
| 4 | L4₹21.7 L+₹73,199 (3.49%)Admitted-Finance | ₹21.7 L+₹73,199 (3.49%) | L4 | Admitted-Finance |
| 5 | L5₹21.9 L+₹95,360 (4.54%)Admitted-Finance | ₹21.9 L+₹95,360 (4.54%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ABBI ASSOCIATES L3 | VSD CORP L4 | S.K.Builders L1 | KUMARAN KUDIL CONSTRUCTIONS L7 | S RAJATHI L2 | svasit Engineers L5 | M. DHANDAPANI L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Removing the RCC cover precast slab for drain as per departmental officer etc., complete | 25 | m2 | 200 ₹5,000 | 531 ₹13,275 | 513 ₹12,825 | 54 ₹1,350 Lowest | 300 ₹7,500 | 300 ₹7,500 | 500 ₹12,500 |
| 2.00 | Relaying the RCC cover for drain as per departmental officer etc., complete | 25 | m2 | 300 ₹7,500 Lowest | 582 ₹14,550 | 563 ₹14,075 | 810 ₹20,250 | 400 ₹10,000 | 300 ₹7,500 Lowest | 500 ₹12,500 |
| 3.00 | Dismantling the existing damaged RCC slab as per departmental officer etc., complete | 2 | m3 | 2,000 ₹4,000 | 3,851 ₹7,702 | 3,721 ₹7,442 | 54 ₹108 Lowest | 3,000 ₹6,000 | 4,300 ₹8,600 | 3,500 ₹7,000 |
| 4.00 | Desilting the existing drain as per the instruction of departmental officer etc., complete | 85 | m3 | 50 ₹4,250 Lowest | 102 ₹8,670 | 96 ₹8,160 | 270 ₹22,950 | 50 ₹4,250 Lowest | 110 ₹9,350 | 100 ₹8,500 |
| 5.00 | Dismantling the damaged cement concrete as per the instruction of departmental officers etc., complete | 15 | m3 | 200 ₹3,000 Lowest | 503 ₹7,545 | 486 ₹7,290 | 360 ₹5,400 | 400 ₹6,000 | 485 ₹7,275 | 400 ₹6,000 |
| 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 | 186 | m3 | 150 ₹27,900 | 193 ₹35,898 | 187 ₹34,782 | 225 ₹41,850 | 100 ₹18,600 Lowest | 190 ₹35,340 | 150 ₹27,900 |
| 7.00 | Conveying the excavated earth from the site to the distance of 5kms 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. | 288 | m3 | 50 ₹14,400 Lowest | 91 ₹26,208 | 88 ₹25,344 | 225 ₹64,800 | 50 ₹14,400 Lowest | 104 ₹29,952 | 50 ₹14,400 Lowest |
| 8.00 | Cement Concrete 1:4:8 (one cement four sand and eight aggregate)using 40mm hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete complying with standard specification. | 30 | m3 | 5,500 ₹1,65,000 | 5,245 ₹1,57,350 | 5,068 ₹1,52,040 Lowest | 5,400 ₹1,62,000 | 5,500 ₹1,65,000 | 5,900 ₹1,77,000 | 5,200 ₹1,56,000 |
| 9.00 | CENTERING for sofits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3 m high using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over country wood joists of size 10cm X 6.50cm spaced at about 90cm centre to centre and supported by Casuarinas props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 650 | m2 | 400 ₹2,60,000 Lowest | 470 ₹3,05,500 | 454 ₹2,95,100 | 540 ₹3,51,000 | 450 ₹2,92,500 | 520 ₹3,38,000 | 512 ₹3,32,800 |
| 10.00 | Cement Concrete 1:3:6 (one cement three sand and six aggregate)using 20mm hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete complying with standard specification. | 110 | m3 | 6,700 ₹7,37,000 | 5,913 ₹6,50,430 | 5,713 ₹6,28,430 | 5,040 ₹5,54,400 Lowest | 6,200 ₹6,82,000 | 6,720 ₹7,39,200 | 6,200 ₹6,82,000 |
Tender Value
₹29.5 L
EMD Value
₹29,500
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Drain and Culvert at Doctors Colony in Ward No.48, Central Zone.
2026_MAWS_679597_32
e37/2026-two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹29,500
The Chief Engineer Office, Coimbatore Corporation
3 Jul 2026
10 Jun 2026
23 Jun 2026
10 Jun 2026
22 Jun 2026
10 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removing the RCC cover precast slab for drain as per departmental officer etc., complete | 25 | m2 | - | - |
| 2 | Relaying the RCC cover for drain as per departmental officer etc., complete | 25 | m2 | - | - |
| 3 | Dismantling the existing damaged RCC slab as per departmental officer etc., complete | 2 | m3 | - | - |
| 4 | Desilting the existing drain as per the instruction of departmental officer etc., complete | 85 | m3 | - | - |
| 5 | Dismantling the damaged cement concrete as per the instruction of departmental officers etc., complete | 15 | m3 | - | - |
| 6 | 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 | 186 | m3 | - | - |
| 7 | Conveying the excavated earth from the site to the distance of 5kms 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. | 288 | m3 | - | - |
| 8 | Cement Concrete 1:4:8 (one cement four sand and eight aggregate)using 40mm hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete complying with standard specification. | 30 | m3 | - | - |
| 9 | CENTERING for sofits of RCC slabs of plane surface like lintels, beams, etc., including strutting 3 m high using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over country wood joists of size 10cm X 6.50cm spaced at about 90cm centre to centre and supported by Casuarinas props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 650 | m2 | - | - |
| 10 | Cement Concrete 1:3:6 (one cement three sand and six aggregate)using 20mm hard broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc complete complying with standard specification. | 110 | m3 | - | - |
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