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NTID 44951907
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💬 Talk to Our Bidding ExpertCorrigendum Re-carpeting To in Ratnagiri - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Re-carpeting To " in Ratnagiri, India.
Military Engineer Services
Ratnagiri, Maharashtra, India
NTID 44951907
- Opening Date : Tue 19th May, 2026
- Closing Date : Mon 11th May, 2026
- ₹ 0.00
- NTID 44951907
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
87200.00 -
Document Cost
500.00 -
Estimated Cost
Refer Documents
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
| 2 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
BOQ Items Total Items : 13 | Total Qty : 3870
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation over areas not exceeding 1.50 metres deep and getting out in Hard/dense soil complete all as specified and directed. | 335.00 | Cum |
| 2 | Rolling and consolidating formation surfaces with power roller exceeding 8 tonnes and not exceeding 12 tonnes in cutting complete all as specified and directed. | 93.00 | 10 Sqm |
| 3 | Removal of excavated material of Hard/Dense soil to a distance exceeding 50 metres and not exceeding 1.5 Km and depositing where directed. | 335.00 | Cum |
| 4 | Supply, laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MORTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required, The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of at least 98% of the Maximum Dry Density, consolidating to required gradient and camber with finished surface tolerances complete all as specified and directed. | 93.00 | 10 Sqm |
| 5 | Material and Labour for Wet mix macadam (WMM) 150 mm thick (compacted thickness) in layers of 75 mm each, using stone aggregate of grading as specified in table 400-11 of IRC by premixing the material with water at optimum moisture content in mechanical mixer plant laying in uniform layers with paver and compacting with vibrator roller to achieve the desired density complete all as specified. | 93.00 | 10 Sqm |
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