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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.0 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹25.8 L+₹84,064 (3.37%)Rejected-Finance | L2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | L. Subramani L2 | Rutuparna Agency L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 | 97 | M3 | 285 ₹27,645 Lowest | 285 ₹27,645 Lowest |
| 2.00 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 (Open Earth work) | 16 | M3 | 122 ₹1,952 Lowest | 122 ₹1,952 Lowest |
| 3.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 28 | M3 | 341 ₹9,548 Lowest | 341 ₹9,548 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement four Parts of crushed stone M-sand and eight 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 (The crushed stone sand to be used on cocrete work shell conform to gradation as per IS :383-1970 ) | 17 | M3 | 5,617 ₹95,489 Lowest | 5,617 ₹95,489 Lowest |
| 5.01 | Foundation | 22 | M3 | 7,976 ₹1,75,435 Lowest | 7,976 ₹1,75,435 Lowest |
| 5.02 | Ground Floor | 30 | M3 | 8,078 ₹2,42,340 Lowest | 8,078 ₹2,42,340 Lowest |
| 6.00 | Brick Partition Walls using II class ground moulded chamber bricks of size 9"X43/8"X 23/4" in C.M 1:3 (one cement & Three Parts of crushed stone M-sand) using hoop iron reinforcement,if found necessary standard specification including finishing, curing,etc., complete complying with standard specification - 10 sqm | 11.5 | M2 | 1,025 ₹11,788 Lowest | 1,025 ₹11,788 Lowest |
| 7.01 | Footing | 85 | M2 | 850 ₹72,250 | 732 ₹62,220 Lowest |
| 7.02 | Column | 57 | M2 | 669 ₹38,133 Lowest | 669 ₹38,133 Lowest |
| 7.03 | Beam & Slab | 142 | M2 | 1,011 ₹1,43,562 Lowest | 1,011 ₹1,43,562 Lowest |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
23 Jun 2026, 3:00 pmClosed
commissioner
hosur city municipal corporation
Construction of New Health Sub Centre Building at W.No.31, Kamaraj Colony Imambada in Hosur City Municipal Corporation.
2026_MAWS_679759_1
7885/2025/E1 Hosur City Municipal Corporation
Open Tender
Civil Works
Works
120 days
hosur city municipal corporation
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹30,000
13 Oct 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 | 97 | M3 | - | - |
| 2 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10 (Open Earth work) | 16 | M3 | - | - |
| 3 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 28 | M3 | - | - |
| 4 | Plain Cement Concrete 1:4:8 (one cement four Parts of crushed stone M-sand and eight 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 (The crushed stone sand to be used on cocrete work shell conform to gradation as per IS :383-1970 ) | 17 | M3 | - | - |
| 5.01 | Foundation | 22 | M3 | - | - |
| 5.02 | Ground Floor | 30 | M3 | - | - |
| 6 | Brick Partition Walls using II class ground moulded chamber bricks of size 9"X43/8"X 23/4" in C.M 1:3 (one cement & Three Parts of crushed stone M-sand) using hoop iron reinforcement,if found necessary standard specification including finishing, curing,etc., complete complying with standard specification - 10 sqm | 11.5 | M2 | - | - |
| 7.01 | Footing | 85 | M2 | - | - |
| 7.02 | Column | 57 | M2 | - | - |
| 7.03 | Beam & Slab | 142 | M2 | - | - |
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