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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹17,936.63 (2.59%)Admitted-Fee/PreQual/Technical/Finance NO 150 ASHOK STREET UDAYAMPALAYAM COIMBATORE 641045 | COIMBATORE | TAMIL NADU | 641045 | ₹7.1 L+₹17,936.63 (2.59%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹17,978.35 (2.60%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹17,978.35 (2.60%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.1 L+₹19,997.55 (2.89%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹19,997.55 (2.89%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | thirumoorthiconstructions L1 | YAHWEH CONSTRUCTIONS L4 | Dhandapani L2 | T T CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 3 | m3 | 900 ₹2,695.5 Lowest | 5,000 ₹14,975 | 4,000.01 ₹11,980.03 | 4,310.64 ₹12,910.36 |
| 2.00 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 25.5 | m3 | 300 ₹7,650 Lowest | 300 ₹7,650 Lowest | 400 ₹10,200 | 486.41 ₹12,403.52 |
| 3.00 | De silting in the existing drain with slushy soils including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 210 | m3 | 50 ₹10,500 Lowest | 120 ₹25,200 | 100 ₹21,000 | 99.03 ₹20,795.25 |
| 4.00 | Removing of Percast Covering Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 25 | m2 | 150 ₹3,750 Lowest | 450 ₹11,250 | 550.4 ₹13,760 | 513.16 ₹12,829.05 |
| 5.00 | 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 0.014 c.u.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 Engineer-in-charge. | 44.5 | m3 | 100 ₹4,450 Lowest | 160 ₹7,120 | 200 ₹8,900 | 187 ₹8,321.5 |
| 6.00 | 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 15 cm thick and compacted etc., complete complying with standard specification. | 15 | m3 | 5,200 ₹78,000 | 5,100 ₹76,500 | 4,300 ₹64,500 Lowest | 5,068.06 ₹76,020.86 |
| 7.00 | Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet) | 221 | m2 | 460 ₹1,01,660 | 500 ₹1,10,500 | 500 ₹1,10,500 | 453.99 ₹1,00,330.68 Lowest |
| 8.00 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 37 | m3 | 6,500 ₹2,40,500 | 5,400 ₹1,99,800 Lowest | 6,000 ₹2,22,000 | 5,713.33 ₹2,11,393.06 |
| 9.00 | PLASTERING with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors complying with standard specifications. 61, V, VI, (S4) 3 | 63 | m2 | 309.57 ₹19,502.91 | 250 ₹15,750 Lowest | 250 ₹15,750 Lowest | 263.13 ₹16,577.47 |
| 10.00 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 48 | m2 | 800 ₹38,400 Lowest | 850 ₹40,800 | 1,000 ₹48,000 | 1,003.85 ₹48,184.8 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
21 Sept 2026, 3:00 pmClosed
The Assistant Commissioner, Central zone
Central Zone Coimbatore Corporation
Desilting and Reconstruction of Storm Water Drain at Perumal Kovil Street in Ward no.62, Central Zone, Coimbatore Corporation.
2026_MAWS_701154_10
e3/2026 Central zone
Open Tender
Civil Works
Works
120 days
Coimbatore corporation-
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,000
22 Sept 2026
4 Sept 2026
22 Sept 2026
4 Sept 2026
21 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 3 | m3 | - | - |
| 2 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 25.5 | m3 | - | - |
| 3 | De silting in the existing drain with slushy soils including all initial lead, lift, loading and unloading with transportation charges etc complete as per the direction of departmental officers. | 210 | m3 | - | - |
| 4 | Removing of Percast Covering Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 25 | m2 | - | - |
| 5 | 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 0.014 c.u.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 Engineer-in-charge. | 44.5 | m3 | - | - |
| 6 | 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 15 cm thick and compacted etc., complete complying with standard specification. | 15 | m3 | - | - |
| 7 | Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet) | 221 | m2 | - | - |
| 8 | Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 37 | m3 | - | - |
| 9 | PLASTERING with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors complying with standard specifications. 61, V, VI, (S4) 3 | 63 | m2 | - | - |
| 10 | Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123 | 48 | m2 | - | - |
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