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801649 af e8 Resurfacing Of Ex, Bangalore - Tender Details
Explore tender information for 801649 af e8 Resurfacing Of Ex in Bangalore, including eligibility, deadlines, and bid specifics.
Military Engineer Services
Bangalore, Karnataka, India
NTID 39437187
Opening Date : Fri 14th March, 2025- Closing Date : Fri 7th March, 2025
- ₹ 87313000.00
- NTID 39437187
801649/af/e8 Resurfacing Of Existing Tarmac And Link Taxi Track At Aste Under Ge Af Marathahalli
Key Values: Document Cost: 3000.00 | EMD: 762000.00 | Estimated Cost: 87313000.00
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
762000.00 -
Document Cost
3000.00 -
Estimated Cost
87313000.00
BOQ Items Total Items : 28 | Total Qty : 85413
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Schedule 'A' Part - I (TARMAC):- Demolition of cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed. Note:- (a) Existing Tarmac concrete (PQC) to be demolished. The demolition will be required to be carried out using appropriate equipments / machines. The cost of demolition is deemed to be including demolition equipments / machines. (b) The debris obtained from demolition to be disposed off out side defence land / HAL aerodrome's low lying areas / where directed by Engr-in-charge. (c) The payment of removal of debris will be paid under Item no-13. | 7087.00 | Cum |
| 2 | Material and labour for providing and laying Dry lean concrete (DLC) 130 mm thick of aggregate gradation as per table 1 of SP 49:2014 having 7 days average compressive strength not less than 7 Kg/cm2. Minimum cement content not less than 140 kg/ cum DLC mixed in batching plant transported to site and laid by electronic sensor paver including spreading and compacting using high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory roller with 80-100 KN static weight to achieve minimum dry density necessary finishing etc complete all as specified and tolerance to be as per Table 9000-1 MoRTH specification for Road and bridge work 2013 complete all as specified and as directed. | 2026.00 | XSqm |
| 3 | M&L for sand cushion with clean river sand duly clear of residual, organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and as directed including watering and consolidation. | 203.00 | Cum |
| 4 | M&L for supply and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/sqm over tack coat/ sand cushion as specified in the design with overlap between adjacent strips and at transverse joints as minimum 300 mm all as specified and directed. | 20258.00 | Sqm |
| 5 | M & L for Rolling and consolidating formation surfaces of WMM using power roller exceeding 8 tonne & not exceeding 12 tonne including watering as necessary and consolidating to the required level, gradient or camber, keeping roller wheels wet if require, filling in hollows and depression to achieve a minimum K value on WMM of 5.40 Kg/cm2/cm or 54.24Mpa/m estimated as per table 3 of IRC: 58-2015 complete all as specified and directed by Engr-in-charge. | 2026.00 | XSqm |
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