{{c|IV.
VANCOUVER APPROACHES—CONTRACTS Nos. 10 AND 12||
Embankment . _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ . . . _ . . _ _ _ _ . _ __25,500 cubic yards
Slope protection concrete slabs . . _ . . _ _ _ . . . _ _ _ . . _ _ -_ 2,054.8 square yards
Rock fills at buried piers _ _ _ _ _ _ _ _ _ _ _ _ _ . . _ _ _ _ _ _ _ _ _ __ 618.3 cubic yards
Concrete in curbs _______________________________ _- 120.6 cubic yards
Excavation on Main street _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 848 cubic yards
Other excavation _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ _ _ _ _ _ _- 682 cubic yards
Concrete base for paving ________________________ __ 1,423 square yards
Broken stone base for paving ____________________ __ 614 cubic yards
Bitulithic paving on concrete base _______________ __ 1,423 square yards
Bitulithic paving on broken stone base _ _ _ _ _ _ _ _ _ . _ _- 2,444 square yards
Concrete sidewalks _____________________________ _ _ 1,032.2 square yards
V.
EMBANKMENT PORTION OF MAIN APPROACH TO UNION AVENUE
(Includes Hayden Island Embankment.)
CONTRACT Nos. 10 AND 12
Embankment _ _ _ _ _ _ _ _ _ . . . _ _ _ . . . _ _ . . _ . _ . _ _ . _ _ _ . -_932,300 cubic yards
Excavation for drainage ditches _ _ _ . _ _ _ _ . _ . . . _ . . _- 1,700 cubic yards
Rock fills at buried piers ______________________ -_ 3,624.4 cubic yards
Slope protection concrete slabs _ . . _ . . _ _ _ , . _ _ _ _ . _ -_ 38,9422 square yards
Excavation for subgrade of paving _ _ . _ . . . _ _ _ . _ _ _ -- 2,592 cubic yards
Broken stone base for paving . . . _ _ . . . . _ _ . _ . _ _ _ . . -_ 10,903 cubic yards
Broken stone in macadam paving _ _ _ _ _ _ _ _ . . . _ _ . _ _ _ - 802 cubic yards
Bitulithic paving on broken stone base . . _ _ _ . . _ . . _- 41,337.4 square yards
Barrier fence ________________________________ __ 23,515 lineal feet
Concrete sidewalks . _ _ _ _ _ , . . . . . _ _ _ _ _ _ _ . _ _ _ _ . . . - _ 262.8 square yards
Broken stone in shoulder for paving _ _ . _ . _ . _ . . _ . __ 724 cubic yards
Excavation for shoulders . _ . _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ . _ _ . -- 280 cubic yards
VI.
EMBANKMENT APPROACH TO DERBY STREET
CONTRACT Nos. 12 AND 13
Embankment _____________________________ _______515,450 cubic yards
Excavation for drainage ditches _ _ . . _ a . _ _ _ _ . _ , . _ __ 988 cubic yards
Rock fills ____________________________________ -_ 396.8 cubic yards
Slope protection concrete slabs _ _ _ _ _ _ _ . _ , _ _ _ _ . _ _ -_ 10,193.7 square yards
Excavation for subgrade of paving . . _ . , . . , _ _ , . a . __ 568 cubic yards
Broken stone in macadam paving _ _ _ . _ _ . _ _ _ . _ _ _ _ -_ 4,556 cubic yards
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