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NTID 43340586
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💬 Talk to Our Bidding ExpertCorrigendum Resurfacing Of R in Jalandhar - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Resurfacing Of R" in Jalandhar, India.
- Opening Date : Mon 23rd March, 2026
- Closing Date : Thu 19th March, 2026
- ₹ 3060000000.00
- NTID 43340586
Key Values: Document Cost: 3000.00 | EMD: 1500000.00 | Estimated Cost: 3060000000.00
Tender Description
Corrigendum : Resurfacing Of Runway, Certain Pavement Area Alongwith Allied Works At Afs Adampur
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
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
1500000.00 -
Document Cost
3000.00 -
Estimated Cost
3060000000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | DATE01 | Date |
| 2 | DATE02 | Date |
| 3 | DATE03 | Date |
| 4 | BOQ | BOQ |
| 5 | date04 | Date |
| 6 | DRGS | Other |
| 7 | BOQ | BOQ |
| 8 | DATE07 | Date |
| 9 | CORRIGENDUM 7 | Other |
BOQ Items Total Items : 110 | Total Qty : 1475737.2
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | SCHEDULE `A' PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. | ||
| 2 | Engineering, Procurement & Construction (EPC) of buildings/ structures :- (a) BLAST PEN No 1 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 1/3). (b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete. (vi) Water proofing treatment to roof of pen incl annexes. (c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment) (d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling. (e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint. (f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18. (g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18, (h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings Note : (i) Drawing / Line Plan mentioned are for reference only. (ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1.00 | Lump Sum |
| 3 | Engineering, Procurement & Construction (EPC) of buildings/ structures :- (a) BLAST PEN No 2 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 2/3). (b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete. (vi) Water proofing treatment to roof of pen incl annexes. (c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment) (d) Provn of Geomeshing over BP and over traverse walls for retaining earth filling. (e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint. (f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18. (g) MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18, (h) Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawings Note : (i) Drawing / Line Plan mentioned are for reference only. (ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. | 1.00 | Each |
| 4 | Engineering, Procurement & Construction (EPC) of Covered Garrage with PQC Flooring with allied infra with permanent specification complete all as specified. | 1.00 | Each |
| 5 | Engineering, Procurement & Construction (EPC) of POL with allied infra with permanent specification complete all as specified. | 1.00 | Each |
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