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NTID 43950237
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in KAMARAJ NAGAR - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in KAMARAJ NAGAR, India.
Military Engineer Services
KAMARAJ NAGAR, Karnataka, India
NTID 43950237
- Opening Date : Tue 31st March, 2026
- Closing Date : Tue 24th March, 2026
- ₹ 47700000.00
- NTID 43950237
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
552000.00 -
Document Cost
2000.00 -
Estimated Cost
47700000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | DATE CORRIGENDUM 1 | Date |
BOQ Items Total Items : 52 | Total Qty : 49168.27
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, any kind of soil complete all as directed by Engineer-in charge. | 4561.34 | Cum |
| 2 | Removing excavated material exc. 250 m but n exc. 500m and depositing where directed complete all as specified and directed. | 4879.56 | Cum |
| 3 | Rolling and consolidating formation surfaces in cutting using 8 to 12 tonne power roller complete all as specified and as directed. | 1299.38 | X Sqm |
| 4 | M & L for GSB 150 mm thick with Shingle or gravel filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed. | 1299.38 | X Sqm |
| 5 | M & for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for road and bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular with sensor paver and rolling with 80 - 120KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per table 900-1 of MoRTH specifications for road and bridge works 2013. | 1299.38 | X Sqm |
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