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HomeMy WebLinkAboutTED4003920.2M Hm 'z'C 0 oW LLJ LLJ = U U � � Q 60 �o F-2 v)aaa Y O Q O m O o z z SUMMARY OF QUANTITIES NOTE: QUANTITIES ARE APPROXIMATE AND ARE TO BE USED FOR ESTIMATING PURPOSES ONLY. N0. .ITEM QUANTITY UNIT FINAL FINAL N L NO. ITEM QUANTITY UNIT FIN AL - gUAN11TY 1 Mobilization Lump Sum L.S. 2 Clearing and Grubbing Lump Sum L.S. 3 Remove Structures and Obstructions Lump Sum L.S. _ GRADING 4 Embankment Compaction 465 C.Y. 5 Filter Fabric Fence 10 L.F. DRAINAGE 6 Structure Excavation Incl. Haul 150 C.Y. 7 Channel Excavation Incl. Hayl 2,850 C.Y. 8 Rock S ail Protection 10 TONS -- - 9 Streambed Gravel 425 TONS 10 Sand Bags 2 C.Y. 11 Gravel Bags 2 C.Y. 12 Drain Pipe 24 In. Diam. 50 L.F. 13 Special Al. Structural Plate Arch 0.125 In. Th. 9' - 2" Span • 60 L.F. w _---� — - — -- -- — DATE R=392002 REYISION BY AS -BUILT p[3CdaC�aa�� NJU ° NJLS� U LI U (n� j?(j KING COUNTY DEPARTMENT of PUBLIC -WORKS , Donald J. LaBelle, Director SURFACE WATER MANAGEMENT DIVISION MADSEN CREEK CHANNEL IMPROVEMENTS (Neer 149th Ave. S-E. and Maple Valley Highway) SUMMARY OF QUANTITIES csR is9) APPROYED L_ GIBBONS DATE _ RECOMMENDED r- NILSEN DATE _ DESIGNED K. NILSEN DRAWN K. NILSEPt PROJECT NO.047021 SURYEY NO. 22-23-5-4 SHEET 2 OF 7 14 Conc. Headwall Lump Sum L.S. 15 Log Weirs (Type 1) . • 5 ONLY 16 Log Weirs (Type 2) ;' , , , 1 ONLY 17 Root Wads 2 ONLY - 18 Single Log Deflector 7 ONLY 19 Double Log Deflector 5 ONLY 20 Rock islands : i' 3 ONLY 21 Fish Weir LUMP SUM L.S. SURFACING 2 Crushed Surfacing Base Course 15 TONS 23 Crushed Surfacing Top Course 7 TONS ASPAiALT CONCRETE PAVEMENT , 24 Asphalt Conc. Pavement Class B 8 TONS EROSION CONTROL 25 Seeding 1.3 ACRE 26 Fertilizing - -- 1.3 ACRE 27 Mulching 1.3 ACRE OTHER ITEMS 28 Labor for Traffic Control at Fixed Price 32 HRS 29 Water 10,000 GAL . D f"1 Y� m C:* Z m= C O M� m R' L� Nz m z z 0 A D 0 O 13 0 00 M)2 co D �zG C G O Cn �m m- U K N Z z m O D za R d rt �z �n � b `0 �• O W CC C �z y D p 0 0 m0 D00 0 W Z