subbase Sample Clauses

subbase. One or more layers of specified material of designed thickness placed on the subgrade.
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subbase. A layer of specified material of planned thickness between a base and the basement material. SUBCONTRACTOR - An individual, firm, or corporation, having a direct contract with CONTRACTOR or with any other SUBCONTRACTOR, who will perform work or labor or render service to the CONTRACTOR in or about the construction of the Work or improvement, or a SUBCONTRACTOR licensed by the State of California who, under subcontract to the CONTRACTOR, specially fabricates and installs a portion of the Work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of one percent of the CONTRACTOR's total bid for the Work. SUBGRADE - That portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of any other material is placed. SUPPLIER - A manufacturer, fabricator, supplier, distributor, materialman, or vendor. TECHNICAL SPECIFICATIONS - A part of Contract Documents describing the Work and setting forth specific conditions or requirements peculiar to the Work, and supplementary to these Standard Specifications.
subbase. ITEM No DESCRIPTION UNIT QUANTITY RATE AMOUNT 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 9.10 ME PSME 8.3.3 PSME 8.3.5 8.3.8 MF PSME 8.3.3 MH 8.5.1 PSMH 8.5.3 PSMH 8.5.4 SUBBASE Construct the subbase/shoulders and gravel wearing course with material from commercial sources a) C3 stabilised natural gravel (G5 quality) compacted to 95% of mod AASHTO density (150mm thick) b) G5 Gravel wearing course compacted to 97% of mod AASHTO density (200mm thick) including temporary deviation c) G6 Gravel base compacted to 97% of mod AASHTO Process subbase by stabilisation i) Roadworks Stabilising agent b) Cement BASE Construct the base with material from commercial sources a) G1 natural gravel compacted to 97% of mod AASHTO density (150mm thick) b) G5 base to Holding Area compacted to 97% of mod AASHTO density (200mm thick) including temporary deviation ASPHALT BASE AND SURFACING Prime coat: MSP 1 at 0,7 l/m². Tack coat 30% cationic emulsion at 0,3 l/m² Hot rolled continuously graded medium mix asphalt wearing course - 13,2mm maximum sized aggregate with 60/70 penetration bitumen binder to a nominal thickness of 40mm m³ m³ m³ m³ t m³ m³ m² m² t 400 400 400 400 18 390 90 2 500 2 500 220 400.00 280.00 200.00 80.00 1 400.00 400.00 280.00 7.00 7.00 600.00 160 000.00 112 000.00 80 000.00 32 000.00 25 200.00 156 000.00 25 200.00 17 500.00 17 500.00 132 000.00 TOTAL SECTION 9 : CARRIED FORWARD TO SUMMARY 757 400.00 SECTION 10 : KERBING AND CHANNELING
subbase. The layer or layers of specified or selected material placed on a Subgrade to support a base course, surface course, or both.

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