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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹7.1 L+₹13,498 (1.93%)Admitted-Fee/PreQual/Technical/Finance COIMBATORE | ₹7.1 L+₹13,498 (1.93%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹13,581.50 (1.95%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹13,581.50 (1.95%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.5 L+₹55,388.20 (7.94%)Admitted-Fee/PreQual/Technical/Finance | ₹7.5 L+₹55,388.20 (7.94%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | DHIYA INFRASTRUCTURE L4 | THOUSAND BRICKS L1 | S RAJATHI L2 | PNAT CONSTRUCTIONS L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC slab., | 1.5 | m3 | 3,000 ₹4,500 Lowest | 4,100 ₹6,150 | 3,000 ₹4,500 Lowest | 3,722 ₹5,583 |
| 2.00 | Desilting the exsiting storm water drain | 37 | m3 | 98.2 ₹3,633.4 | 128 ₹4,736 | 50 ₹1,850 Lowest | 109 ₹4,033 |
| 3.00 | Dismantling the damged cement concrete | 26 | m3 | 300 ₹7,800 Lowest | 572 ₹14,872 | 400 ₹10,400 | 486 ₹12,636 |
| 4.00 | 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 cum. in volume including rough dressing and dumping the excavated materials away from work site manually within 10m initial lead and 2m initial lift as per the direction of Engineer-in-charge for Drain. | 157 | m3 | 149.4 ₹23,455.8 | 130 ₹20,410 | 100 ₹15,700 Lowest | 187 ₹29,359 |
| 5.00 | 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. | 21 | m3 | 5,900 ₹1,23,900 | 5,200 ₹1,09,200 | 5,000 ₹1,05,000 Lowest | 5,069 ₹1,06,449 |
| 6.00 | Supplying and erecting SHUTTTERING including necessary supports for plane surfaces etc, using mild steel sheets and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props at suitable intervals etc., complete complying with standard specification and as directed. | 337 | m2 | 380 ₹1,28,060 | 290 ₹97,730 Lowest | 450 ₹1,51,650 | 454 ₹1,52,998 |
| 7.00 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 58 | m3 | 6,700 ₹3,88,600 | 6,270 ₹3,63,660 | 6,100 ₹3,53,800 | 5,715 ₹3,31,470 Lowest |
| 8.00 | Supplying and erecting CENTERING for sides and soffits including supports and strutting up to 3.29 m 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 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. | 8 | m2 | 1,000 ₹8,000 Lowest | 1,181 ₹9,448 | 1,000 ₹8,000 Lowest | 1,004 ₹8,032 |
| 9.00 | Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing, vibrator charges etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 1.5 | m3 | 9,500 ₹14,250 | 9,744 ₹14,616 | 9,000 ₹13,500 | 8,285 ₹12,427.5 Lowest |
| 10.00 | PLASTERING with cement mortar 1:5(one cement and five sand by volume) 12mm thick for all internal/external surfaces like super structure, rainwater, ducts, elevation in all floors complying with standard specifications. | 71 | m2 | 250 ₹17,750 Lowest | 309 ₹21,939 | 279 ₹19,809 | 263 ₹18,673 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
12 Aug 2026, 3:00 pmClosed
The Assistant Commissioner,
North Zone, Coimbatore Corporation, Balasundaram Road,Oppsite Womens Polytechnic
ReConstruction of storm water drain at Srivaari Ramakrishna Garden Main Road in Ward No 20, North zone.
2026_MAWS_690592_20
E2/NorthZone/2026-27
Open Tender
Civil Works
Works
90 days
North Zone, Coimbatore Corporation
As per the tender condition attached
5 documents required · 5 mandatory
₹0
₹10,000
14 Aug 2026
4 Aug 2026
13 Aug 2026
4 Aug 2026
12 Aug 2026
4 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC slab., | 1.5 | m3 | - | - |
| 2 | Desilting the exsiting storm water drain | 37 | m3 | - | - |
| 3 | Dismantling the damged cement concrete | 26 | m3 | - | - |
| 4 | 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 cum. in volume including rough dressing and dumping the excavated materials away from work site manually within 10m initial lead and 2m initial lift as per the direction of Engineer-in-charge for Drain. | 157 | m3 | - | - |
| 5 | 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. | 21 | m3 | - | - |
| 6 | Supplying and erecting SHUTTTERING including necessary supports for plane surfaces etc, using mild steel sheets and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props at suitable intervals etc., complete complying with standard specification and as directed. | 337 | m2 | - | - |
| 7 | Cement concrete 1:3:6 (one cement, three sand and six aggregate ) using 20mm hard broken granite stone jelly for all CC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing etc., complete fixtures in CC works wherever necessary as directed by departmental officer etc., complete. | 58 | m3 | - | - |
| 8 | Supplying and erecting CENTERING for sides and soffits including supports and strutting up to 3.29 m 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 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. | 8 | m2 | - | - |
| 9 | Cement concrete 1:1.5:3 (one cement, one and a half sand and three aggregate) using 20mm hard broken granite stone jelly for All RCC items of work excluding centering, shuttering, and cost of reinforcement grill but including curing finishing, vibrator charges etc., complete and also including fixing fan clamps and fixtures in RCC works wherever necessary as directed by departmental officer etc., complete. | 1.5 | m3 | - | - |
| 10 | PLASTERING with cement mortar 1:5(one cement and five sand by volume) 12mm thick for all internal/external surfaces like super structure, rainwater, ducts, elevation in all floors complying with standard specifications. | 71 | m2 | - | - |
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