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NTID 43390120
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💬 Talk to Our Bidding ExpertCorrigendum E Tender For Pro in Bhopal - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum E Tender For Pro" in Bhopal, India.
Directorate Sports and Youth Welfare
Bhopal, Madhya Pradesh, India
NTID 43390120
- Opening Date : Wed 18th February, 2026
- Closing Date : Tue 17th February, 2026
- ₹ 61000000.00
- NTID 43390120
Tender Description
Documents
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Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
-
Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
1829763.00 -
Document Cost
5000.00 -
Estimated Cost
61000000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Technical | Date |
| 2 | Technical 1 | Date |
| 3 | Technical 2 | Date |
| 4 | Technical 3 | Date |
| 5 | Technical1 | Date |
| 6 | Technical 4 | Date |
BOQ Items Total Items : 26 | Total Qty : 101569
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000 meters Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth with all lifts and lead upto 1000 m as relevent clauses of section-300 of specification. (50% qty considered for soil excavation) | 2552.00 | Cum |
| 2 | Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300 | 6185.00 | Cum |
| 3 | Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification. | 1237.00 | Cum |
| 4 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | 1237.00 | Cum |
| 5 | Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications. | 6185.00 | SQM |
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