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KLB Construction 6/22/2016
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Capital Contract
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KLB Construction 6/22/2016
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Entry Properties
Last modified
8/28/2017 10:42:19 AM
Creation date
7/13/2016 11:44:44 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
KLB Construction
Approval Date
6/22/2016
Council Approval Date
5/25/2016
Department
Public Works
Department Project Manager
David Voigt
Subject / Project Title
Sewer M Project Phase 2
Public Works WO Number
UP 3470
Tracking Number
0000165
Total Compensation
$4,474,693.51
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
KLB Construction Inc. 7/17/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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I <br /> I <br /> CITY OF EVERETT SPECIAL PROVISIONS [Modified per Addendum#1] <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 A—(Sanitary Sewer and Associated Restoration) <br /> IBIDDER: KLB Construction, Inc. <br /> I <br /> IC <br /> gW <br /> :Z r a cr.c..x.:.�5•5fx .T M Y J , V Pr ' { ay <br /> to R� t , i s Ms. s RCETOTaR <br /> E <br /> . � € HyS - e i � Fz <br /> Yt ��x� � "0114-.tiW ° as 3s.��0 �� _ itt .,� , <br /> IA-1 Surveying .35 LS Lp 000, c 4. O(Doi <br /> A-2 Contractor's Liaison .35 LS 7 g+00., — 2�, 2`?D, • <br /> IA-3 Mobilization .35 LS 300`000, — IDS. ODD, ^ • <br /> I A-4 Traffic Control Labor 2,920 HR 41/. ( ; 32-Q, <br /> -` <br /> Maintenance and Protection of <br /> A-5 Traffic Control 35 LS 2,g`O0D, E 7C0. <br /> I A-6 Temporary Sedimentation and 35 LS OOP, ;,t� COO <br /> Erosion Control <br /> A-7 Street Cleaning and Sweeping 200 HR 110 — '2-2, 000, <br /> IA-8 Sawcutting Pavement,Final 3,470 LF ?S 0 (? ,S� <br /> Joint Cut,Up to 6-inch Thickness 3, r <br /> ISawcutting Pavement, Final Joint Cut,Additional 1-inch 7,200 LF ` 2_' G 000, <br /> Thickness <br /> A 10 Grinding/Planing Bituminous 950 SY 3 2-' 3� 0 g 7, ' <br /> IPavement <br /> A-11 Trench Excavation Safety 0.35 LS 2.;2.; DGD 6 rr <br /> I , i • <br /> Systems <br /> IA-12 Roadway Excavation Including 2,120 CY f �j 5� 2 Co 2.0,Haul <br /> A-13 Construction Geotextile 1,040 SY .2 ,4-D 2 . 49(o <br /> IA-14 Foundation Material 1,280 TON 2 — c1/0, <br /> IA-15 Asphalt Treated Base(ATB) 70 TON [ D, — [0,c00, <br /> A-16 Crushed Surfacing Top Course 100 TON 2-r ADD, " <br /> (CSTC) <br /> I A-17 Crushed Surfacing Base Course 3,740 TON 1b7 3 20 <br /> (CSBC) <br /> IISEWER SYSTEM REPLACEMENT AND CAPACITY IMPROVEMENTS SEWER"M" PHASE II <br /> WO No.— UP3470-10 Division P—PROPOSAL April 2018 <br /> I SP-7 <br /> rovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com-Always Verify Scale <br />
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