Closed
Camballin Road Reshaping and Gravel Resheeting
Tender ID: 515121
Tender Details
Organisation:
Tender #:
T09-2022
Status:
Closed
Publish Date:
19 January 2023
Closing Date:
8 March 2023
Tender Description
Camballin Road: SLK 16 to 22.22 (To start of Bitumen - SLK 22.22)
- Tyne the existing road formation surface to a depth of 150mm
- Mix the tyned material with material graded to side of road or imported gravel material
(where required), and add water so that there is a single even windrow of suitable material for the subgrade. Spread water and compact the subgrade material to the correct profile (3%Crowned Cross-fall), level and density. This new layer will form the new subgrade layer.
Density to be achieved is not to be less than 95% modified MOD.
- Construct/Clean out table drains on either side of the formation to ensure water flow to the appropriate culvert, floodway or other off road drainage locations. Existing offshoot drains are to be cleaned out whilst any new offshoot drains constructed shall not direct storm water runoff into private properties.
- Supply and deliver acceptable gravel from nominated gravel pit (s)and dump in the correct dumping pattern to achieve a base layer of 150mm (compacted thickness). Add water, mix, spread and compact to the correct profile. Density to be achieved is not to be less than 98% modified MDD.
- All completed works to be as per attached drawing marked "Unsealed road cross section".
- The Contractor that is awarded the tender will have access to Shire gravel pits to obtain
material for the works.
Camballin Road: SLK 24.56 to SLK 26.15 (End of Bitumen to Camballin)
- Construct/Clean out table drains on either side of the formation to ensure water flow to the appropriate culvert, floodway or other off road drainage locations. Existing offshoot drains are to be cleaned out whilst any new offshoot drains constructed shall not direct storm water runoff into private properties.
- Supply and deliver acceptable gravel from nominated gravel pit(s)and dump in the correct dumping pattern to achieve a base layer of 75mm (compacted thickness). Add water, mix, spread and compact to the correct profile. Density to be achieved is not to be less than 98% modified MDD.
- The 75mm gravel topping to be tyned into the existing gravel formation prior to shape, trim and compact. As above.
- All completed works to be as per attached drawing marked "Unsealed road cross section".
- The Contractor that is awarded the tender will have access to Shire gravel pits to obtain material for the works.
Location
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