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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹32.5 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 |
|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 15 | m3 | 4,057.07 ₹60,856.05 Lowest |
| 2.00 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 130 | m3 | 457.8 ₹59,514 Lowest |
| 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. | 220 | m3 | 93.2 ₹20,504 Lowest |
| 4.00 | Removing of Percast Covering Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 120 | m2 | 482.97 ₹57,956.4 Lowest |
| 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. | 100 | m3 | 176 ₹17,600 Lowest |
| 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. | 50 | m3 | 4,500.1 ₹2,25,005 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) | 1,180 | m2 | 427.28 ₹5,04,190.4 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 | 205 | m3 | 5,000 ₹10,25,000 Lowest |
| 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 | 210 | m2 | 247.65 ₹52,006.5 Lowest |
| 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 | 325 | m2 | 944.8 ₹3,07,060 Lowest |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Reconstruction of Storm Water Drain at Puliyakulam Road Near Police Station in Ward No .66 , Central Zone.
2026_MAWS_694693_15
E56/2026-Two Cover-CZ
Open Tender
Civil Works - Others
Works
150 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹50,000
18 Sept 2026
17 Aug 2026
8 Sept 2026
17 Aug 2026
8 Sept 2026
17 Aug 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 | 15 | m3 | - | - |
| 2 | Dismantling the damaged PCC Wall as per the instruction of Departmental officers. Including all initial lead and other labour charges | 130 | 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. | 220 | m3 | - | - |
| 4 | Removing of Percast Covering Slab as per the instruction of Departmental officers. Including all initial lead and other labour charges | 120 | 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. | 100 | 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. | 50 | 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) | 1,180 | 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 | 205 | 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 | 210 | 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 | 325 | m2 | - | - |
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