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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Satisfies all the qualification criteria mandated in the tender document |
| 2 | Accepted-Technical | Accepted-Technical Satisfies all the qualification criteria mandated in the tender document |
| 3 | Accepted-Technical | Accepted-Technical Satisfies all the qualification criteria mandated in the tender document |
| 4 | Rejected-Technical | Rejected-Technical Failed to satisfies the mandated qualification criteria in the tender document |
| 5 | Rejected-Technical | Rejected-Technical Failed to satisfies the mandated qualification criteria in the tender document |
Tender Value
₹3.5 Cr
EMD Value
₹3.5 L
Closing Date
17 Aug 2026, 3:00 pmClosed
COMMISSIONER, COONOOR MUNICIPALITY
COMMISSIONER, COONOOR MUNICIPALITY
Construction of Additional building at GH Coonoor in Coonoor Municipality
2026_MAWS_690108_1
E4/1364/2026/NHM - TN - 15th FC 2023-2024
Open Tender
Civil Works
Works
90 days
COONOOR MUNICIPALITY
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹3.5 L
COONOOR MUNICIPALITY
27 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
17 Aug 2026
5 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | |||||
| 1.01 | First Depth (0m to 2.4m) | 470 | Cum | 1.25 | ₹587.5 |
| 2Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | |||||
| 2.01 | Second Depth (2.4m to 3.3m) | 20 | Cum | 100 | ₹2,000 |
| 3Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the departmental officers. | |||||
| 3.01 | Foundation & Basement Excavation | 115 | Cum | 10 | ₹1,150 |
| 4 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 130 | Cum | 11 | ₹1,430 |
| 5 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 50 | Cum | 12 | ₹600 |
| 6Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 2.10 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton and as directed by the departmental Officers(Payment for centering shall be given after the concrete is laid) | |||||
| 6.01 | Basement R.C.C. Wall | 160 | Sqm | 14 | ₹2,240 |
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