SECTION 01010 - Scope of the Work
The Work consists of the supply of all labour, supervision, equipment, and materials except as may be otherwise
specified herein, for the construction of the Project, as shown on the Drawings and as specified in the Contract
Documents.

1. THE CONTRACTOR SHALL PLAN HIS WORK SO AS TO OPTIMIZE USE OF SELECT EARTH
MATERIAL AS SPECIFIED. PERIODIC TESTING OF THE BORROW MATERIAL SHALL BE
COMPLETED TO CONFIRM HIGH QUALITY CLAY COMPOSITION.

2. DISPOSAL AREAS FOR ROCK, SAND AND OTHER REJECT MATERIAL WILL BE LOCATED AT
THE BORROW SITES.

3. THE CONTRACTOR SHALL SCARIFY AND RE-COMPACT THE EXISTING ROAD TOP TO
PREPARE THE SUBGRADE.

4. THE CONTRACTOR SHALL CO-ORDINATE WITH THE TESTING COMPANY OF THEIR CHOICE
AND AS APPROVED BY THE ENGINEER. FOR ALL REQUIRED DENSITY AND MOISTURE
TESTING THE PREPARED SUBGRADE SHALL BE PROOF-ROLLED AND WITNESSED BY THE
ENGINEER PRIOR TO PROCEEDING WITH CLAY CAP PLACEMENT AND THE CONTRACTOR
SHALL NEATLY TRIM ANY COMPACTED AREAS JUST PRIOR TO TESTING. ANY FAILURE
AREAS SHALL BE EXCAVATED AND REPLACED WITH CLAY FILL FROM THE BORROW SITES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ADDING WATER AND/OR MIXING AND DRYING
MATERIALS OR ADDITIONAL COMPACTION EFFORT TO ACHIEVE SPECIFIED DENSITY AND
MOISTURE CONTENT OF ALL COMPACTED ROADWAY EMBANKMENTS.

6. TRAFFIC GRAVEL SHALL BE INCORPORATED INTO THE TOP 100mm OF CLAY CAP MATERIAL
AT A RATE OF 142.5 m³ PER KILOMETER. CONTRACTOR WILL BE RESPONSIBLE FOR
LOADING, HAULING, AND PLACING THE MATERIALS.

7. THE DESIGN WIDTH OF THE ROAD TOP SHALL BE 7.6m PLUS 500mm WIDE SHOULDERS.

8. ALL APPROACHES AND ROADWAYS ABUTTING THE WORK AREA SHALL BE CONSTRUCTED
TO TIE IN NEATLY AT THE SAME ELEVATION OF THE SHOULDER OF THE CAPPED GRID 640.
CONSTRUCTION ON THE APPROACHES SHALL BE TAPERED AT A MAXIMUM 3% SLOPE
FROM GRID 640 TO THE EXISTING SURFACE OF THE APPROACH. ALL APPROACHES WITH