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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.8 L+₹8,301.45 (1.24%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.9 L+₹16,656.98 (2.49%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.1 L+₹41,884.12 (6.26%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | OMSAKTHI CONSTRUCTION L4 | DSP INFRASTRUCTURES L1 | YAHWEH CONSTRUCTIONS 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 | 2.9 | m3 | 4,000 ₹11,580 | 2,000 ₹5,790 Lowest | 3,000 ₹8,685 | 4,158 ₹12,037.41 |
| 2.00 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 24 | m3 | 400 ₹9,600 Lowest | 500 ₹12,000 | 500 ₹12,000 | 469 ₹11,256 |
| 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. | 25 | m3 | 100 ₹2,500 Lowest | 100 ₹2,500 Lowest | 100 ₹2,500 Lowest | 105 ₹2,625 |
| 4.00 | Removing of Percast Covering Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 25 | m2 | 500 ₹12,500 | 600 ₹15,000 | 450 ₹11,250 Lowest | 494 ₹12,350 |
| 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. | 42 | m3 | 180 ₹7,560 | 180 ₹7,560 | 150 ₹6,300 Lowest | 180 ₹7,560 |
| 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. | 14 | m3 | 5,100 ₹71,400 | 5,900 ₹82,600 | 5,000 ₹70,000 | 4,889 ₹68,446 Lowest |
| 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) | 206 | m2 | 428 ₹88,168 | 400 ₹82,400 Lowest | 430 ₹88,580 | 438 ₹90,228 |
| 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 | 35 | m3 | 6,200 ₹2,17,000 | 6,500 ₹2,27,500 | 5,200 ₹1,82,000 Lowest | 5,511 ₹1,92,885 |
| 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 | 59 | m2 | 240 ₹14,160 | 10 ₹590 Lowest | 250 ₹14,750 | 253 ₹14,927 |
| 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 | 83 | m2 | 850 ₹70,550 | 550 ₹45,650 Lowest | 860 ₹71,380 | 968 ₹80,344 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
12 Oct 2026, 3:00 pmClosed
The Assistant Commissioner, Central zone
Central zone, Coimbatore Corporation
Reconstruction of Storm Water Drain at Kongu nagar and T.Nagar in Ward no.64, Central Zone, Coimbatore Corporation
2026_MAWS_709944_12
E4/2026 Central zone
Open Tender
Civil Works
Works
90 days
Coimbatore corporation-
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10,000
13 Oct 2026
1 Oct 2026
13 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 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 | 2.9 | m3 | - | - |
| 2 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 24 | 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. | 25 | 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. | 42 | 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. | 14 | 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) | 206 | 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 | 35 | 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 | 59 | 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 | 83 | m2 | 1 | ₹83 |
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