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NTID 42937140
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💬 Talk to Our Bidding ExpertCorrigendum Special Repair O in Ambala - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Special Repair O" in Ambala, India.
- Opening Date : Mon 8th December, 2025
- Closing Date : Sat 6th December, 2025
- ₹ 17204378.00
- NTID 42937140
Key Values: Document Cost: 3000.00 | EMD: 344100.00 | Estimated Cost: 17204378.00
Tender Description
Corrigendum : Special Repair Of 24 Mtr 18 Mtr, 12mtr And 9 Mtr Wide Internal Roads In Sector 30 Urban Estate Kurukshetra Supply And Laying Of Dbm Bc 60mm And 80mm Interlocking Paver Blocks Pcc Kerbs Road Marking And Road Safety Equipment Etc Complete In All Respec
Documents
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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
344100.00 -
Document Cost
3000.00 -
Estimated Cost
17204378.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Corrigendum date extended | Date |
BOQ Items Total Items : 23 | Total Qty : 42271.954
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | [11.27.1]Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : 1. Flush/ Ruled pointing [Through Rate] | 2353.50 | Sqm |
| 2 | [17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate] | 1596.345 | cum |
| 3 | [17.26.3]Tack Coat 3. Providing and applying tack coat with penetration grade bitumen VG-10 pressure distributor at the rate of 1.0 kg per sqm on the prepared granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] | 14183.00 | Sqm |
| 4 | [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] | 118.25 | cum |
| 5 | [17.31.1]Bituminous Concrete with Batch type HMP 1. Bituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification Note-If bitumen required is more than 5.2% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] | 354.54 | cum |
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