Annual Repair Maintenance Of State Highway Under Ferrargunj Sub Division During 2025-26. S.W Repair Of Potholes From Namunaghar Quarry To Namunaghar Junction Under Ferrargunj Sub Division, Rcd, Apwd, Wimberly Gunj., South Andamans-Andaman And Nicobar Islands
TDR : 53287599
Tender Notice
BOQ
5 Days Left
South Andamans
Andaman And Nicobar Islands
Annual Repair Maintenance Of State Highway Under Ferrargunj Sub Division During 2025-26. S.W Repair Of Potholes From Namunaghar Quarry To Namunaghar Junction Under Ferrargunj Sub Division, Rcd, Apwd, Wimberly Gunj.
Name of Work: A/R & M/O State Highway under Ferrargunj Sub division, during 2025-2026. SW:- Repair of Potholes from Namunaghar Quarry to Namunaghar Junction under Ferrargunj Sub division, RCD, APWD, Wimberlygunj.
Sl. No.
Item Description
1
ROAD WORK
2
Providingand applyingtack coat usinghotstraight runbitumenof 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
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
5
With paving Asphalt grade VG - 30 with no solvent
6
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 aggregatespreaderandapplyingbitumenbyapressuredistributor 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:
7
For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
8
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
9
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
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