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Tender Value
₹7.1 L
EMD Value
₹7,100
Closing Date
27 Jul 2026, 3:00 pmDue tomorrow
THE COMMISSIONER, ERODE CITY MUNICIPAL CORPORATION
246, MEENAKSHI SUNDARANAR SALAI, ERODE - 638001
Construction of 40 Ton Capacity Weigh Bridge Foundation Work at Vendipalayam dump Yard site in Ward No-60
2026_MAWS_684720_1
E1-0232-2026-2-ERODE CITY MUNICIPAL CORPORATION
Open Tender
Civil Works - Buildings
Works
90 days
ERODE CITY MUNICIPAL CORPORATION
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹7,100
10 Jul 2026
10 Jul 2026
27 Jul 2026
10 Jul 2026
27 Jul 2026
10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling the old existing damaged RCC Wall upto 3.3m height including all labour charges etc., complete clearing away and carefully stacking materials useful for reuse etc complete | 5.7 | M3 | - | - |
| 2 | Clean removal of cement plaster from walls including cost of all labour charges etc complete | 16 | M2 | - | - |
| 3 | Dismantiling the Existing damaged weathering course including clearing away from the site etc complete | 13 | M3 | - | - |
| 4 | 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 requiring blasting 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 clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24)- Drain and Culvert | 38.5 | M3 | - | - |
| 5 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 5 | M3 | - | - |
| 6 | Plain Cement Concrete 1:5:10 (one part of cement, five part of Crushed Stone Sand (M- Sand) and ten 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 | 3 | M3 | - | - |
| 7 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 4 | m3 | - | - |
| 8Centering for soffits of RCC slabs plane surface including strutting upto 3.00m height using mild steel of size 90cmx60cmx10 gauge fitted with MS angle of size 25mmx25mmx3mm laid over silver oak (CW) joists of size 10cmx6cm spaced at 90cm c/c and supported by causrina props of 10cm to 13cm dia spaced at 75cm c/c complying with standard specification | |||||
| 8.01 | a) Footing Sides | 51 | M2 | - | - |
| 8.02 | b) Vertical wall up to 0.90m Height | 16 | M2 | - | - |
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BOQ_823088.xls
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CONDITIONS_2.pdf
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