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NTID 43219097
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Ooty - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Ooty, India.
MUNICIPAL CORPORATION
Ooty, Tamil Nadu, India
NTID 43219097
- Opening Date : Wed 21st January, 2026
- Closing Date : Wed 21st January, 2026
- ₹ 300000000.00
- NTID 43219097
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
3000000.00 -
Document Cost
Refer Documents -
Estimated Cost
300000000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | DATE CORRIGENDUM | Date |
| 2 | DATE CORRIGENDUM | Date |
BOQ Items Total Items : 217 | Total Qty : 87295.84
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CONSTRUCTION OF MULTI LEVEL CAR PARKING AT MRC PARKING IN UDHAGAMANDALAM MUNICIPALITY | ||
| 2 | BORED PILE 500 mm Dia Boring. providing and installing Bored cast-in-situ reinforced cement Concrete Pile of specified diameter and length below the pile cap in cement concrete M 30 (1 cement, 0.75 Coarse sand & 1.5 graded stone aggregate of 20 mm nominal size) to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including Bentonite solution machinery charges labour chargers etc., all complete. (Length of pile for payment shall be measured from bottom the Pile to bottom of the pile cap).Bored Pile 500mm Dia | 6916.00 | Rm |
| 3 | Boring, Providing and installing Cast Double under Reamed piles of 300mm diametre and length below pile cap in cement concrete piles with mix M 30 concrete to carry a safe working load not less than than specified, excluding the cost of steel reinforcement but including the Bentonite solution,machinary and labour charges etc., all complete. (Length of pile for payment shall be measured from bottom of pile to the bottom of pile cap).Under Reamed Pile 300mm Dia | 573.00 | Rm |
| 4 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum First Depth (0m to 2m) | 492.00 | Cum |
| 5 | Second Depth (2m to 3m) | 125.00 | Cum |
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