Tender For Improvement Of District Road From Tugapur Junction To Chainpur For Various Stretches Of Ch.10.00 Km To Ch.11.50 Km, Ch.11.50 Km To Ch.12.70 Km And Ch.14.00 Km To 15.00 Km For A Total Length Of (5.5 Km) Under Nacd, Apwd, Mayabunder
Tender Value
2.49 Crore
Estimated cost
Bid Submission
27 Feb 2023
0 days left
EMD
4.99 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mayabunder → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of District Road From Tugapur Junction To Chainpur For Various Stretches Of Ch.10.00 Km To Ch.11.50 Km, Ch.11.50 Km To Ch.12.70 Km And Ch.14.00 Km To 15.00 Km For A Total Length Of (5.5 Km) Under Nacd, Apwd, Mayabunder
BOQ
| Sl. No. | Item Description |
| 1 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. |
| 2 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 3 | On bituminous surface @ 0.50 Kg / sqm. |
| 4 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade including required key aggregate as specified, spreading coarse aggregate with the help of self propelled / tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : |
| 5 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. (For Pot Holes repair & profile correction) |
| 6 | Providing and laying bituminous macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. |
| 7 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum type Hot Mix plant of 40-60 TPH capacity. |
| 8 | Providing and laying semi-dense Bituminous concrete using crushed stone aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 9 | 25mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 40-60 TPH capacity. |
| 10 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 11 | Base course with stone aggregate 63 mm to 45 mm including stone screening 13.20 mm (Type A) per cum |
| 12 | Base course with stone aggregate 53 mm to 22.40 mm including stone screening 11.20 mm (Type B) per cum |
| 13 | Extra for using shredded Plastic in wearing coarse Premix carpet @ 8 to 10% of Bitumen by weight including all charges as per direction of Engineer-in-charge @ 0.3036kg/sqm |
| 14 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. |
| 15 | All kinds of soil. |
| 16 | 05 Years Maintenance Provision(i) 1st year - 58,126.50(ii) 2nd year - 2,32,506.00(iii) 3rd Year - 3,48,759.00(iv) 4th year - 4,65,012.00(v) 5th year - 6,39,391.50Total: 17,43,795.00NOTE: (Same rate to be quoted i.e. `17,43,795.00)(For Routine maintenance, the unit rate indicated by the Authority shall apply. The bidder is required to accept these rates. Further, the payment shall be performance based.) |
AI Tender Summary
Tender Timeline
Feb 02, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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