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<br /> CITY OF EVERETT SPECIAL PROVISIONS
<br /> Note: Unit prices for all items,all extensions,and the total amount bid must be shown. Where conflict occurs between
<br /> I the unit price and the total amount named for any item, the unit price shall prevail, and totals shall be corrected to
<br /> conform thereto. All entries must be typed or entered in ink.
<br /> BID SCHEDULE r
<br /> ti 5
<br /> BIDDER:c ey �h5tr�L4i&, C4 TOTAL BID AMOUNT $ t , 0°) 0, 1 u 7 •
<br /> Unit Price Total
<br /> Item No. Plan Quantity Item Description Amount
<br /> I (Figures) (Figures)
<br /> 1 1 LS Mobilization and Demobilization R4 Site ?O,UK-23— AO (PE4.221'
<br /> 2 1 LS Mobilization and Demobilization R39 Site (1)1c511 .a' (p15(1.ec
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<br /> 3 1 LS Temporary Erosion and Sediment Control lit;4IL°E'i. ti,Lit2,112-
<br /> 4 1 LS Surveying 5001• Li5 5 1tb -45
<br /> I5 1,144 Hrs Traffic Control Labor 11.4 CA,Loot-V
<br /> 6 1 LS Maintenance and Protection of Traffic Control (Auto.'41 (s ,(I,tl,'i t
<br /> 7 1 LS Removal of Structures and Obstructions 1•$,`'(52 g,�ca.GG
<br /> 8 115 CY Roadway Excavation Incl. Haul i 2$.13 I' e2(4,15
<br /> I9 1 LS Sheeting, Shoring, Bracing, and Noise Wall
<br /> Protection at R4 Site itA,(10 .0'2- lot,t(0.14'
<br /> 1 LS Sheeting, Shoring, and Bracing at R39 Site 11 ICO2.14 4-100-2.•'1(o
<br /> I10
<br /> 11 1 LS Dewatering 1412-44.t6 (417.4c.1'C
<br /> 12 1 EA Type 1 Manhole,60-inch Diam. ta1,53cp°I5 161,s14,3S
<br /> I13 1 EA Type 2 Manhole, 84-inch Diam. 3Z,t(ji 85 32 lad B5
<br /> 14 1 EA Type 3 Manhole, 84-inch Diam. 5'I, 1415.4‘' 391,1i5,44
<br /> 15 1 EA Type 2 Saddle Manhole, 108-inch Diam. 44(0132(•3ro %,V.I. 3
<br /> I16 1 EA Type 1 Catch Basin (,-18e:5• O$ , 1,$a;,OS
<br /> 17 1 EA Type 2 Catch Basin with Gas Trap 44115.'45 (0(135.9c
<br /> 18 1 LS R4 Regulator Structure 2-0(0.1421i Ictp1 =f, IS
<br /> 19 1 LS R39 Regulator Modifications '3,'112.2 $7,112.2(0
<br /> I 20 200 LF Ductile Iron Pipe for Water Main, 8-Inch Diam. —10.31 14,pulc.00
<br /> 21 51 LF Storm Drain Pipe, 12-Inch Diam. 11.53 5.194 0
<br /> 22 40 LF Combined Sewer Pipe, 36-Inch Diam. {1•(3 ") (17-- .30
<br /> I 23 52 LF Combined Sewer Pipe, 48 Inch Diam. 3tar,is II,D-Rt. -°
<br /> 24 1 LS Temporary Sewer Flow Bypassing at R4 site 91,212(g.41 5-11'244-41
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<br /> 25 1 LS Temporary Sewer Flow Bypassing at R39 site I-Loot.10 I1 :NO.1t9
<br /> 26 250 TN Gravel Borrow ,41.15 itn,7•sO
<br /> 27 120 TN Crushed Surfacing Base Course LAO(P C, 43g.2,0
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<br /> 28 100 TN HMA Cl. 1/2 PG 64-22 file..S`1 (' Q18`7 .p°
<br /> 29 1 LS Landscaping and Irrigation Restoration at R4 site ES,U 35•Z1 1 g,(473.3•-1
<br /> 30 115 LF Cement Concrete Curb and Gutter Type A-1 St.o3 5,153.t/S
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<br /> 31 35 SY Cement Concrete Sidewalk 9 3.61 3,Z�3• �
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<br /> 32 35 SY Cement Concrete Sidewalk Modified 25.09 4, 3-7a,- IS
<br /> 33 70 LF Chain Link Fence Type 3 '+3.1$ 3,0(p�•{.4,0
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<br /> 34 50 CY Controlled Density Fill (��{ . t,7(S.SO
<br /> 35 1 FA Force Account $75,000 $75,000
<br /> I Sewer Regulators R4 and Division P—PROPOSAL May 2017
<br /> R39 Modifications
<br /> Work Order No.—UP3633 SP-19
<br /> tovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal
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