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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.0 L+₹293.99 (0.07%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹293.99 (0.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹4.0 L+₹293.99 (0.07%)Admitted-Fee/PreQual/Technical/Finance | ₹4.0 L+₹293.99 (0.07%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P GIRIVEL L2 | DSP INFRASTRUCTURES L1 | T.L.NARAYANASAMY L2 |
|---|---|---|---|---|---|---|
| 1.00 | 1. Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014cu.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of the departmental offiers | 40 | M3 | 220 ₹8,800.44 Lowest | 220 ₹8,800.44 Lowest | 220 ₹8,800.44 Lowest |
| 2.00 | 2. 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 15 cm thick and compacted,etc., complete as per the direction of the departmental offiers | 3.5 | M3 | 5,962 ₹20,852.09 | 5,960 ₹20,845.1 Lowest | 5,962 ₹20,852.09 |
| 3.00 | 3. Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for Vertical surfaces such as RCC retaining wall, septic tank walletc., in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG10 stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over countrywood joists of size 10x6.50cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 41 | M2 | 1,068 ₹43,788 | 1,065 ₹43,665 Lowest | 1,068 ₹43,788 |
| 4.00 | 4.Providing and laying in position of ready mix concrete 1:2:4 mix using Portland cement withwater cement ratio not exceeding 0.45 including the use of plastidizer of approved makeand dosage required grade at all location and levels using 20mm ISS gauge HBBG metal anddown graded aggregates in all type of works including hire charges for pump and pumpingcharges to required location. machine, vibrating, tapping, curing as specified chargesconveyance for ready mixed concrete from RMC plant to site or required ( excluding costof reinforcement, fabrication charges centering and shuttering ) mix by departmentalofficers etc complete as per IS 4926 of 1976/1990e | 14.5 | M3 | 9,186 ₹1,33,162.55 | 9,185 ₹1,33,148.06 Lowest | 9,186 ₹1,33,162.55 |
| 5.00 | 5.Supply and fixing of RTS Rods as per the direction of departmental officers. | 14 | Qtl | 9,321 ₹1,30,494 | 9,320 ₹1,30,480 Lowest | 9,321 ₹1,30,494 |
| 6.00 | 6.. Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC Slabs, Rectangular beams, TEE or ELL beams, Lintels, Bed blocks, Staircase waist, Landing slab, Landing beam and Canopy etc., in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG10 stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over countrywood joists of size 10x6.50cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 29 | M2 | 1,304 ₹37,816 | 1,300 ₹37,700 Lowest | 1,304 ₹37,816 |
| 7.00 | 7. Cement concrete 1:2:4 (one cement, two sand and four aggregate) using 20mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted,etc., complete as per the direction of the departmental offiers | 3 | M3 | 7,266.5 ₹21,799.5 | 7,260 ₹21,780 Lowest | 7,266.5 ₹21,799.5 |
| 8.00 | 8.Conveying excavated earth from the site to 15 km. including transport loading and unloading etc. complete | 34 | M3 | 104 ₹3,536.17 Lowest | 104 ₹3,536.17 Lowest | 104 ₹3,536.17 Lowest |
Tender Value
₹4.8 L
EMD Value
₹4,800
Closing Date
2 Jul 2026, 3:00 pmClosed
Assistant Commissioner, Central Zone,Coimbatore Co
The Assisstant Commissioner, Coimbatore City Municipal Corporation, Central Zone, Hosur road, Coimbatore 641 018.
Construction of Culvert at GM Nagar Near Ramp Road in Ward No.84, central Zone,Coimbatore Corporation
2026_MAWS_681469_25
e1/2026-CZ
Open Tender
Civil Works
Works
90 days
Central Zone, Coimbatore Corporation
As per the tender condition attached
5 documents required · 5 mandatory
₹0
₹4,800
4 Jul 2026
20 Jun 2026
3 Jul 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014cu.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of the departmental offiers | 40 | M3 | - | - |
| 2 | 2. 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 15 cm thick and compacted,etc., complete as per the direction of the departmental offiers | 3.5 | M3 | - | - |
| 3 | 3. Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for Vertical surfaces such as RCC retaining wall, septic tank walletc., in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG10 stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over countrywood joists of size 10x6.50cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 41 | M2 | - | - |
| 4 | 4.Providing and laying in position of ready mix concrete 1:2:4 mix using Portland cement withwater cement ratio not exceeding 0.45 including the use of plastidizer of approved makeand dosage required grade at all location and levels using 20mm ISS gauge HBBG metal anddown graded aggregates in all type of works including hire charges for pump and pumpingcharges to required location. machine, vibrating, tapping, curing as specified chargesconveyance for ready mixed concrete from RMC plant to site or required ( excluding costof reinforcement, fabrication charges centering and shuttering ) mix by departmentalofficers etc complete as per IS 4926 of 1976/1990e | 14.5 | M3 | - | - |
| 5 | 5.Supply and fixing of RTS Rods as per the direction of departmental officers. | 14 | Qtl | - | - |
| 6 | 6.. Supplying and erecting Centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC Slabs, Rectangular beams, TEE or ELL beams, Lintels, Bed blocks, Staircase waist, Landing slab, Landing beam and Canopy etc., in all floors with all cross bracings using mild steel sheets of size 90x60cm and BG10 stiffened with welded mild steel angles of size 25x25x3mm for boarding laid over countrywood joists of size 10x6.50cm spaced at about 90cm centre to centre and supported by Casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | 29 | M2 | - | - |
| 7 | 7. Cement concrete 1:2:4 (one cement, two sand and four aggregate) using 20mm gauge hand broken granite stone jelly for foundation including dewatering if found necessary and laid in layers of not more than 15 cm thick and compacted,etc., complete as per the direction of the departmental offiers | 3 | M3 | - | - |
| 8 | 8.Conveying excavated earth from the site to 15 km. including transport loading and unloading etc. complete | 34 | M3 | - | - |
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