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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.8 L+₹7,702.04 (1.15%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹7,702.04 (1.15%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.1 L+₹41,881.10 (6.24%)Admitted-Fee/PreQual/Technical/Finance | ₹7.1 L+₹41,881.10 (6.24%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹7.1 L+₹41,923.57 (6.25%)Admitted-Fee/PreQual/Technical/Finance 4 107 EDAYARPALAYAM KUNIYAMUTHUR COIMBATORE 641 008 | COIMBATORE | TAMIL NADU | 641008 | ₹7.1 L+₹41,923.57 (6.25%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.1 L+₹42,140.91 (6.28%)Admitted-Fee/PreQual/Technical/Finance 1 49 MELEGOUNDANPALAYAM METTUPALAYAM KINATHUKADAVU 642110 | COIMBATORE | TAMIL NADU | 642110 | ₹7.1 L+₹42,140.91 (6.28%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | JAYALAKSHMI BUKDERS L4 | Srivarshan Builders L1 | GURU KADAKSHAM CONSTRUCTION L2 | RADHAKRISHNAN L5 | RGR CONSTRUCTION L7 | LION BUILDERS L3 | TECTUS INFRA PVT LTD L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling the damaged RCC as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 1 | Cu.m | 4,310.64 ₹4,310.64 | 5,071 ₹5,071 | 3,000 ₹3,000 Lowest | 4,312 ₹4,312 | 5,000 ₹5,000 | 4,310.38 ₹4,310.38 | 4,300 ₹4,300 |
| 2.00 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 20 | Cu.m | 486.41 ₹9,728.2 | 372 ₹7,440 | 300 ₹6,000 Lowest | 487 ₹9,740 | 500 ₹10,000 | 486.38 ₹9,727.6 | 395 ₹7,900 |
| 3.00 | Desilting the exiting storm water drain as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 12 | Cu.m | 87.52 ₹1,050.24 | 100 ₹1,200 | 102 ₹1,224 | 88 ₹1,056 | 300 ₹3,600 | 87.51 ₹1,050.12 Lowest | 96 ₹1,152 |
| 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 | 104 | Cu.m | 187 ₹19,448 | 120 ₹12,480 Lowest | 180 ₹18,720 | 187 ₹19,448 | 150 ₹15,600 | 186.99 ₹19,446.96 | 135 ₹14,040 |
| 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 | 7 | Cu.m | 42.93 ₹300.51 | 50 ₹350 | 30 ₹210 Lowest | 43 ₹301 | 100 ₹700 | 42.92 ₹300.44 | 41 ₹287 |
| 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 | 129 | Cu.m | 88.4 ₹11,403.6 | 80 ₹10,320 | 100 ₹12,900 | 88 ₹11,352 | 150 ₹19,350 | 88.39 ₹11,402.31 | 55 ₹7,095 Lowest |
| 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 | 26 | Cu.m | 5,068.06 ₹1,31,769.56 | 3,962 ₹1,03,012 Lowest | 5,000 ₹1,30,000 | 5,070 ₹1,31,820 | 6,000 ₹1,56,000 | 5,067.76 ₹1,31,761.76 | 4,760 ₹1,23,760 |
| 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 | 117 | Sq.m | 453.99 ₹53,116.83 | 350 ₹40,950 | 240 ₹28,080 Lowest | 454 ₹53,118 | 250 ₹29,250 | 453.96 ₹53,113.32 | 690 ₹80,730 |
| 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 | 20 | Cu.m | 5,713.33 ₹1,14,266.6 | 5,800 ₹1,16,000 | 6,000 ₹1,20,000 | 5,715 ₹1,14,300 | 6,700 ₹1,34,000 | 5,712.99 ₹1,14,259.8 | 5,700 ₹1,14,000 Lowest |
| 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 | 20 | Sq.m | 263.13 ₹5,262.6 | 250 ₹5,000 Lowest | 300 ₹6,000 | 263 ₹5,260 | 250 ₹5,000 Lowest | 263.12 ₹5,262.4 | 260 ₹5,200 |
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
Reconstruction of storm water drain and providing concrete flooring at Kempatty colony street no.3 to 4 cut road in Ward No. 80, Central Zone.
2026_MAWS_701154_20
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 as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 1 | Cu.m | - | - |
| 2 | Dismantling the damaged Plain cement concrete as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 20 | Cu.m | - | - |
| 3 | Desilting the exiting storm water drain as per directed by the departmental officers CCMC SOR-25-26 Pg.no-3 | 12 | 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 | 104 | 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 | 7 | 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 | 129 | 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 | 26 | 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 | 117 | 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 | 20 | 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 | 20 | Sq.m | - | - |
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