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NTID 43851020
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💬 Talk to Our Bidding ExpertCorrigendum Development Of I in Kendujhar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Development Of I" in Kendujhar, India.
- Opening Date : Tue 17th February, 2026
- Closing Date : Mon 16th February, 2026
- ₹ 12159000.00
- NTID 43851020
Key Values: Document Cost: 11800.00 | EMD: 121600.00 | Estimated Cost: 12159000.00
Tender Description
Corrigendum : Development Of Ichinda-nitigotha Square Transporting Road (balance Portion-215m) From Chainage 1.040 Km To 1/.255 Km At Village Ichinda Of G.i.o.m. In The District Of Keonjhar (under Csr Scheme)
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
121600.00 -
Document Cost
11800.00 -
Estimated Cost
12159000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | CORRIGENDUM-2 | Date |
| 2 | CORRIGENDUM-1 | Technical Bid |
BOQ Items Total Items : 17 | Total Qty : 3230.11
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation,loading,unloding and carriage by mechanical means of all kinds of soil, including stoney earth, gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specifacation and by the Engineer -in-charge within an initial lead of 1 km from the place of excavation complete. | 96.00 | Cum |
| 2 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction & clause 305 of MoRT&H specification for Road & Bridge (5th revision) as per direction of EIC. | 332.70 | Cum |
| 3 | Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. | 395.60 | Cum |
| 4 | Construction of Granular Sub Base Grading II material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works (By mix in place method). | 431.60 | Cum |
| 5 | Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS-383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to be exceeded 15:1, aggregate gradation after blending to be as per Table 600.1. cement content not to be less than 150kg/Cum. Optimum moisture content to be determined during trial length construction, contrete strength not to be less than 10Mpa at 7 days, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher placement to site, compaction with vibratory roller, finishing and curing etc completed with cost conveyance and of all materials Hire and running charges machineries and cost of all labour, T&P etc. completed as per the direction of EIC. | 314.25 | Cum |
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