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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+₹9,391.54 (1.35%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹9,391.54 (1.35%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.3 L+₹32,914.37 (4.72%)Admitted-Fee/PreQual/Technical/Finance 1 49 MELEGOUNDANPALAYAM METTUPALAYAM KINATHUKADAVU 642110 | COIMBATORE | TAMIL NADU | 642110 | ₹7.3 L+₹32,914.37 (4.72%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.7 L+₹67,516.92 (9.67%)Admitted-Fee/PreQual/Technical/Finance | ₹7.7 L+₹67,516.92 (9.67%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Srivarshan Builders L1 | RADHAKRISHNAN L3 | svasit Engineers L2 | SRI KUNGUMAM BUILDERS & DEVELOPERS L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 3 | Cu.m | 4,071 ₹12,213 Lowest | 4,460 ₹13,380 | 4,310.64 ₹12,931.92 | 4,666 ₹13,998 |
| 2.00 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 36 | Cu.m | 472 ₹16,992 Lowest | 500 ₹18,000 | 486.41 ₹17,510.76 | 526 ₹18,936 |
| 3.00 | Desilting the exiting storm water drain as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 22 | Cu.m | 102 ₹2,244 | 90 ₹1,980 | 87.51 ₹1,925.22 Lowest | 95 ₹2,090 |
| 4.00 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3 CCMC SOR-25-26 Pg.no-3 | 99 | Cu.m | 170 ₹16,830 Lowest | 190 ₹18,810 | 187 ₹18,513 | 202 ₹19,998 |
| 5.00 | Refilling with excavated soil (other thansand) complying with standard specification for filling in foundation and basement.(W-0075) CCMC SOR-25-26 Pg.no-4 | 11 | Cu.m | 50 ₹550 | 44 ₹484 | 42.93 ₹472.23 Lowest | 46 ₹506 |
| 6.00 | Conveyance of excavated earth and clearing away from site to a lead of 2KM from site etc., complete CCMC SOR-25-26 Pg.no-3 | 146 | Cu.m | 104 ₹15,184 | 90 ₹13,140 | 88.4 ₹12,906.4 Lowest | 96 ₹14,016 |
| 7.00 | Plain Cement Concrete1:4:8 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of coarse aggregates ) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification CCMC SOR-25-26 Pg.no-4 | 20 | Cu.m | 3,962 ₹79,240 Lowest | 5,240 ₹1,04,800 | 5,068.05 ₹1,01,361 | 5,485 ₹1,09,700 |
| 8.00 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C)complying with standard specification and directed- 10 m 2 (P & D) Data 38 CCMC SOR-25-26 Pg.no-5 | 231 | Sq.m | 484 ₹1,11,804 | 470 ₹1,08,570 | 453.98 ₹1,04,869.38 Lowest | 491 ₹1,13,421 |
| 9.00 | Plain Cement Concrete1:3:6 (one cement,three crushed Stone Sand(M Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost andconveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification CCMC SOR-25-26 Pg.no-4 | 40 | Cu.m | 5,721 ₹2,28,840 | 5,915 ₹2,36,600 | 5,713.32 ₹2,28,532.8 Lowest | 6,184 ₹2,47,360 |
| 10.00 | Plastering with cement mortar 1:5(One part of Cement and Five part of Plastering Sand (P-Sand))12mm in all floors including cost and conveyance of all materilas to site and labour chargesetc,completeas per standard specifications CCMC SOR-25-26 Pg.no-9 | 42 | Sq.m | 289 ₹12,138 | 270 ₹11,340 | 263.13 ₹11,051.46 Lowest | 285 ₹11,970 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
18 Aug 2026, 3:00 pmClosed
Assistant Commissioner, Central Zone,Coimbatore Co
The Assisstant Commissioner, Coimbatore City Municipal Corporation, Central Zone, Hosur road, Coimbatore 641 018.
Reconstruction of existing storm water drain and Culvert at Kempatty Colony 6 th Cross Street in ward no 80,central zone.
2026_MAWS_690297_23
e2/2026-CZ
Open Tender
Civil Works
Works
90 days
Central Zone, Coimbatore Corporation
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
19 Aug 2026
3 Aug 2026
19 Aug 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the damaged RCC as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 3 | Cu.m | - | - |
| 2 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 36 | Cu.m | - | - |
| 3 | Desilting the exiting storm water drain as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 22 | Cu.m | - | - |
| 4 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3 CCMC SOR-25-26 Pg.no-3 | 99 | Cu.m | - | - |
| 5 | Refilling with excavated soil (other thansand) complying with standard specification for filling in foundation and basement.(W-0075) CCMC SOR-25-26 Pg.no-4 | 11 | Cu.m | - | - |
| 6 | Conveyance of excavated earth and clearing away from site to a lead of 2KM from site etc., complete CCMC SOR-25-26 Pg.no-3 | 146 | Cu.m | - | - |
| 7 | Plain Cement Concrete1:4:8 (one part of cement, four part of Crushed Stone Sand (M-Sand) and Eight part of coarse aggregates ) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification CCMC SOR-25-26 Pg.no-4 | 20 | Cu.m | - | - |
| 8 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc., including strutting 3 m high using mild steel sheets of size 90 cm X 60 cm X and B.G10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size10cm X 6.5cm (spacedat about 90 cmc/c)and supported dycasur in a props of 10 cm to13 cm dia (spacedof75cmC/C)complying with standard specification and directed- 10 m 2 (P & D) Data 38 CCMC SOR-25-26 Pg.no-5 | 231 | Sq.m | - | - |
| 9 | Plain Cement Concrete1:3:6 (one cement,three crushed Stone Sand(M Sand) and six coarse aggregates) using 20mm size ISS HBG metal including cost andconveyance of all materials to site and including for the mixing, laying and labour charges etc., completeas per standard specification CCMC SOR-25-26 Pg.no-4 | 40 | Cu.m | - | - |
| 10 | Plastering with cement mortar 1:5(One part of Cement and Five part of Plastering Sand (P-Sand))12mm in all floors including cost and conveyance of all materilas to site and labour chargesetc,completeas per standard specifications CCMC SOR-25-26 Pg.no-9 | 42 | Sq.m | - | - |
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