HomeMy WebLinkAbout1 - Original Submission_ CO #00110-27-2021
Chris
Dimmitt
Digitally signed by Chris
Dimmitt
Date: 2021.10.27
09:47:41 -07'00'
Bryson Dunlap
Digitally signed by Bryson DunlapDN: C=US, E=Bryson.Dunlap@milesresources.com,O=Miles Resources, OU=Construction Management, CN=Bryson DunlapReason: I am approving this documentDate: 2021.10.27 10:18:40-07'00'
DocuSign Envelope ID: 27867017-DF21-4503-A6E3-21F0646E7421
10/28/2021
Bremerton
10/28/2021
Mayor
DocuSign Envelope ID: 27867017-DF21-4503-A6E3-21F0646E7421
3
SUMMARY OF QUANTITIES
PHASE II
6TH STREET PRESERVATION
QT01
SCHEDULE 1 - HMA OVERLAY SCHEDULE 2 - WATER MAIN
Item No Description Ref Units Quantity Item No Description Ref Units Quantity
1 MOBILIZATION 1-09.07 LS 1.0 1 MOBILIZATION 1-09.07 LS 1.0
2 REMOVING BITUMINOUS PAVEMENT 2-02.4 SP SY 138 2 REMOVING BITUMINOUS PAVEMENT 2-02.4 SP SY 526
3 REMOVING CEMENT CONC. PAVEMENT 2-02.4 SP SY 138 3 REMOVING CEMENT CONC. SIDEWALK 2-02.4 SP SY 77
4 REMOVING CEMENT CONC. SIDEWALK 2-02.4 SP SY 170 4 REMOVING CEMENT CONC. CURB AND GUTTER 2-02.4 SP LF 115
5 REMOVING CEMENT CONC. CURB AND GUTTER 2-02.4 SP LF 292 5 SAWCUT 2-02.3(4) SP LF 3360
6 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02 SP LS 1.0 6 REMOVING CEMENT CONC. PAVEMENT 2-02.4 SP SY 526
7 SAWCUT 2-02.3(4) SP LF 566 7 GATE VALVE 8 IN.9-30.3(1) SP EA 5.0
8 PAVEMENT REPAIR EXCAVATION INCL. HAUL 5-04 SY 8.0 8 DUCTILE IRON PIPE FOR WATER MAIN 6 IN. DIAM.7.09.5 LF 9
9 CATCH BASIN INLET 7-05 SP EA 1.0 9 DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM.7.09.5 LF 1405
10 SOLID WALL PVC STORM SEWER PIPE 8 IN. DIAM.7-04 SP LF 16 10 TAPPING SLEEVE AND VALVE ASSEMBLY 8 IN.7-09 EA 1.0
11 SOLID WALL PVC STORM SEWER PIPE 12 IN. DIAM.7-04 SP LF 5.0 11 HYDRANT ASSEMBLY 7-14.3 EA 3.0
12 STORM FRAME AND VANED GRATE 7-05 SP EA 9.0 12 SERVICE CONNECTION 3/4 IN. DIAM 7-15.5 EA 9.0
13 CRUSHED SURFACING BASE COURSE 4-04.5 TN 50 13 SERVICE CONNECTION 2 IN. DIAM 7-15.5 EA 2.0
14 CRUSHED SURFACING TOP COURSE 4-04.5 TN 40 14 RECONNECTING EXISTING FIRE LINE SERVICE 7-14.4 SP EA 2.0
15 HMA FOR PAVEMENT REPAIR CL. 3/8 IN PG 58H-22 5-04 SP TN 30 15 POTHOLING 1-07.17(3) SP EA 4.0
16 PLANING BITUMINOUS PAVEMENT 5-04.3 SY 6970 16 ABANDON WATER MAIN SYSTEM 7-09.3(25) SP LS 1.0
17 HMA CL. 3/8 IN. PG 58H-22 5-04 SP TN 1310 17 ADJUST WATER VALVE 7-12.3 SP EA 6.0
18 JOB MIX COMPLIANCE PRICE ADJUSTMENT 5-04 CALC 1 18 SHORING OR EXTRA EXCAVATION CLASS B 2-09.4 SF 6580
19 PAVEMENT REINFORCEMENT MESH 5-04.3(4)D SP SY 6966 19 HMA FOR PAVEMENT REPAIR CL. 3/8 IN PG 58H-22 5-04 SP TN 190
20 SPCC PLAN 1-07.15(1)LS 1.0 20 CRUSHED SURFACING TOP COURSE 4-04.5 TN 20
21 EROSION CONTROL AND WATER POLLUTION PREVENTION 8-01 LS 1.0 21 CRUSHED SURFACING BASE COURSE 4-04.5 TN 220
22 INLET PROTECTION 8-01 EA 16.0 22 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04 LF 121
23 CEMENT CONC. TRAFFIC CURB AND GUTTER 8-04 LF 300 23 PROJECT TEMPORARY TRAFFIC CONTROL 1-10 SP LS 1.0
24 CEMENT CONC. TRAFFIC CURB 8-04 LF 135 24 CEMENT CONC. SIDEWALK 8-14 SY 85.0
25 MOUNTABLE CEMENT CONC. TRAFFIC CURB 8-04 LF 105 25 POTHOLING 1-07.17(3) SP EA 4.0
26 PAINT LINE 8-22 LF 3070 26 MINOR CHANGE 1-04.4(1)FA 1.0
27 PLASTIC CROSSWALK LINE 8-22 SF 810
28 PLASTIC STOP LINE 8-22 LF 110
29 PLASTIC TRAFFIC ARROW 8-22 EA 6.0
30 PERMANENT SIGNING 8-21 LS 1.0
31 TEMPORARY PAVEMENT MARKINGS-SHORT DURATION 8-23 LF 3540
32 PROJECT TEMPORARY TRAFFIC CONTROL 1-10 SP LS 1.0
33 TRAFFIC SIGNAL SYSTEM - PARK AVE 8-20 SP LS 1.0
34 ADJUST MANHOLE 7-05 SP EA 13.0
35 ADJUST CATCH BASIN 7-05 SP EA 15.0
36 ADJUST WATER VALVE 7-12 SP EA 6.0
37 ROADWAY SURVEYING 1-05.4 SP LS 1.0
38 ADA FEATURES SURVEYING 1-05.4 SP LS 1.0
39 ADJUST MONUMENT CASE AND COVER 8-13 SP EA 1.0
40 CEMENT CONC. SIDEWALK 8-14 SY 73.0
41 CEMENT CONCRETE CURB RAMP TYPE PARALLEL A 8-14.4 SP EA 6.0
42 MINOR CHANGE 1-04.4(1)FA 1.0
43 POTHOLING 1-07.17(3) SP EA 4.0
44 ROADSIDE RESTORATION 8-02 SP FA 1.0
45 RECORD DRAWINGS (MINIMUM BID $4,000)1-05.18 SP LS 1.0
Know what's below.
before you dig.Call
R Determina lo que esta bajo tierra.
antes de excavar.Llama
OF
SHEET
CITY OF BREMERTONREVISIONS
DEPARTMENT OF PUBLIC WORKS & UTILITIES
ENGINEERING DIVISION
PN:1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
COMPLETE STREETS IMPROVEMENT PROJECTS - 6TH STREET33
COMPLETE STREETS IMPROVEMENT PROJECTS - 6TH STREET1900319DocuSign Envelope ID: 27867017-DF21-4503-A6E3-21F0646E7421
DESIGN CHANGE #04 Division 7, Section 7-15.3 of the Standard Specifications; REPLACE the second paragraph with the following:
Supplement this Section with the following:
Water service outages shall not exceed 6 hours. Contractor shall coordinate with City staff prior to the outage in accordance with Section 7-15.3. Contractor to procure all materials and install per city standard plan 5001 and 5003. All work for connections including tapping will be performed by the contractor. Service taps shall be performed by the Contractor.
DocuSign Envelope ID: 27867017-DF21-4503-A6E3-21F0646E7421