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 {{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

{{c|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

{{c|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 {{c|50}}