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NTID 42815161
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💬 Talk to Our Bidding ExpertCorrigendum Special Reapir T in MHOW - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Special Reapir T" in MHOW, India.
Military Engineer Services
MHOW, Madhya Pradesh, India
NTID 42815161
- Opening Date : Thu 25th December, 2025
- Closing Date : Tue 23rd December, 2025
- ₹ 3524000.00
- NTID 42815161
Key Values: Document Cost: 500.00 | EMD: 70500.00 | Estimated Cost: 3524000.00
Tender Description
Corrigendum : Special Reapir To Concrete Bitumen Road Along Side Perimeter Wall From Klp To Cc 61 B Mess To Perimeter Road Junction Gate No 03 To Csd Canteen Junction Under Ge Awc Mhow.
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
70500.00 -
Document Cost
500.00 -
Estimated Cost
3524000.00
Latest Corrigendum List
| # | Corrigendum Title | Corrigendum Type |
|---|---|---|
| 1 | Revised BOQ | BOQ |
| 2 | Revided Dates | Date |
| 3 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
| 4 | Revised BOQ | BOQ |
| 5 | Revided Dates | Date |
| 6 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum |
| 7 | Revised BOQ | BOQ |
| 8 | Revided Dates | Date |
BOQ Items Total Items : 15 | Total Qty : 2425.05
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for preparing surfaces of existing black top surface/scarified surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a prime coat with bitumenous primer using paving bitumen VG-10 at the rate of 10 kg / 10 sqm and M&L for Bituminious premixed hot mix Asphaltic Semi- Dence Concrete using 5.5 % binder content (VG-30 Grade paving bitumen with minimum Marshal stability 1200 kg/sqcm) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller and mnimum 5Km/hour to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed. | 306.00 | 10 Sqm |
| 2 | (Note: - (i) Laying shall be done by means of self-propelled mechanical paver, and screed temp minimum maintain not less than 140 degree cellicious finishing with electronic sensor and hydraulic controls with suitable speed 5 Km /hour and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from hot mix plant and spreading shell be done by using mechanical sensor paver only) | ||
| 3 | Scarifying or picking gravelled, macadam or bituminous macadam n exc 50mm deep and surface in area exc 400 sqm and incl rolling and consolidation with power roller 8 to 10 power roller complete all as specified and directed. | 306.00 | 10 Sqm |
| 4 | M&L for applying prime coat with bituminuous primer VG 10 at 5 Kg per 10 sqm over BM surface complete all as specified and as directed. | 306.00 | 10 Sqm |
| 5 | M&L for premix bitumninous macadam laid/rolled and compacted to required gradient and camber using 8 to 10 tonne power roller consolidated to average thickness 75mm or less using binder content bitumen of grade VG-30 @ 4% by weight of total mix by brushing complete all as specified and directed. Note :- (i) Any variation in binder content on minus side shall be adjusted @ of Rs 50.00 per kg of binder. No adjustment in price shall be made if the variation is on plus side. (ii) The bituminious mix shall be prepaired in hot mix plant an dtransported to the site in clean vehicle and shall be laid by means of a slef- propelled mechanical paver finisher with electronic sensor and hydraulic controls all as specified. | 147.00 | Cum |
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