summary of work
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01010-1
SUMMARY OF WORK Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
The work is a public improvement to:
PROJECT DESCRIPTION: The work is a public improvement in Jackson County to mill and resurface with a nominal two (2) inch Asphaltic Concrete overlay and otherwise repair certain designated streets as directed by the Director of Public Works for Kansas City, Missouri. The items of work and the basis of payment are as listed in the Proposal. The Director of Public Works reserves the right to add or delete streets, or change the type of treatment during the life of this contract. Changes will be made at such time so as to avoid imposing hardship on the CONTRACTOR. Methodology of communicating said changes will be discussed and finalized at the preconstruction meeting, and followed henceforth from that point in time. Changes will be processed through a change order, in accordance with the General Conditions, Article 10.
01010 Summary of Work
01010-1
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01013-1
ADJUSTING UTILITIES Project Number
89020190
Project Title
Green Impact Zone Street Preservation
A. The CONTRACTOR shall cooperate with public and private utility companies or their contractors in adjusting manholes and shall plan the work so as to cause a minimum of interference to vehicular traffic. Under no circumstances will a street be allowed to be closed for adjusting fixtures. The CONTRACTOR shall arrange his work so he will not be delayed because of this regulation. The CONTRACTOR and engineer shall confirm there is no debris in the manhole before work begins and at the completion of work. If debris is present prior to commencing work, it shall be documented, and the engineer will contact WSD immediately. Before entering any manhole, the CONTRACTOR shall comply with applicable federal, state, and local laws pertaining to confined space entry, and provide a current copy of Confined Spaces Entry permit issued by OSHA. B. Adjustment of fixtures shall be coordinated with the resurfacing operations so that all streets having fixtures adjusted can be resurfaced in not more than five (5) days time. All fixtures regardless of method shall have a clean edge of not less than two (2) inches in depth unless otherwise directed. All fixtures, regardless of method of adjustment, shall be flush with the surrounding pavement within 1/4”, for a distance of 2’ or 6” beyond the adjustment excavation sawed edge, whichever is greater, measured from all edges of the appurtenance. When utilities are adjusted under bid item “Sewer Manhole Adjustment – Replacement” the new adjustable manhole casting shall be set in concrete. The concrete mix used for filling the excavation around manholes and other fixtures shall be MCIB Mix Number WA738-3/44, or otherwise approved by the engineer. After the concrete is placed, the excavation will be barricaded until the concrete has attained sufficient strength to withstand vehicular traffic. All Portland cement concrete used in adjusting fixtures shall be cured with spray-on membrane containing pigment. All construction- related sawcuts shall be sealed in accordance with Section 02200. The CONTRACTOR shall be accountable for the successful locating of all utilities by others both before and after resurfacing operations, and provide a method of non-destructive location as required. On streets, intersections, alleys or other areas where the work restricts traffic excessively, an approved accelerator may be added. The location where this mix will be used will be determined by the Engineer. After the concrete is placed, the excavation will be barricaded
01013 Adjusting Utilities_Addendum_1
01013-1
CS110012
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01013-2
until the concrete has attained sufficient strength to withstand vehicular traffic, but no less than 2500 psi. Generally, the barricades in these locations will have to be removed by 4:00 P.M. This means the work of placing the concrete must be done early enough in the day to allow the concrete to attain sufficient strength to withstand vehicular traffic by 4:00 P.M. The accelerator may be added to the concrete mix at the job site. The use of calcium chloride will not be permitted.
01013 Adjusting Utilities_Addendum_1
01013-2
CS110012
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01014-1
WATER VALVE ADJUSTMENT Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. All water valve covers shall be adjusted to the new elevation of the street surface resulting from resurfacing of the street. Public Works will provide the CONTRACTOR data from Water Services Department (WSD) regarding the location of the WSD facilities. If a known water valve cover cannot be located by the CONTRACTOR in the field, the CONTRACTOR shall immediately notify the on-site inspector or Project Engineer so that it can be located and adjusted by the CONTRACTOR. B. Adjustment in the elevation of these valve covers shall be made before the final surface course is placed and after any binder, leveling, wedge or base course is placed. C. Water valve cover adjusting rings shall be furnished by the CONTRACTOR, and approved for use by the City. The adjusting rings shall be set in position by removing the valve cover lid, and then inserting the adjusting ring. No mechanical anchors or adhesive should be required. The adjusting ring shall be traffic rated and available in increments of 1 inch, 1 ½ inch, and 2 inches. Adjusting rings of all required increments shall be on site before work commences on any street segment. D. Payment for this item shall be made at the contract unit bid price for “Water Valve Adjustment” per each, as listed in the Proposal. Such payments and prices constitute full compensation for all labor, materials, and equipment necessary to complete the items.
01014 Water Valve Adjustment
01014-1
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01015-1
SEWER MANHOLE ADJUSTMENT Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
All sewer manhole covers shall be adjusted to the new elevation of the street surface resulting from resurfacing of the street.
B.
Sewer manhole cover adjusting rings will be furnished by the CONTRACTOR, and approved for use by the Engineer.
C.
Manhole cover adjusting rings shall result in the “flush condition” described in section 001013-1, “Adjusting Utilities”. No adjustment rings shall be used within the “Downtown Loop” unless authorized by the engineer. No adjustment rings shall be used in conjunction with adjustable manhole castings.
D.
Payment for this item shall be made at the contract unit bid price for “Sewer Manhole Adjustment-Ring” per each, as listed in the Proposal. Such payment shall constitute full compensation for all labor, equipment and materials necessary to complete this item.
E.
Adjustable sewer manhole casting assemblies will be furnished by the CONTRACTOR. The adjustable manhole assemblies shall be installed according to the manufacturer’s recommendation. The new manhole assembly shall be set at ¾” to allow future lowering and raising of the manhole unless the engineer or his representative approves otherwise.
F.
Payment for this item shall be made at the contract unit bid price for “Sewer Manhole Adjustment-Replacement” per each, as listed in the Proposal. Such payment shall constitute full compensation for all labor, equipment and materials necessary to complete this item. Only that work which is documented by both the CONTRACTOR and the engineer on a daily basis on duplicate forms provided by the CITY will be considered for payment. Subsurface conditions that require additional work beyond manufacturer’s recommendations for installation of adjustable manhole assemblies shall be included in the Unit Bid Price.
01015 Sewer Manhole Adjustment
01015-1
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01030-1
ADEQUATE MANPOWER Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
Adequate manpower (Hot Recycling, Resurfacing) in the form of equipment operators, laborers and foremen shall be on the job at all times during progress of work. The minimum crew shall consist of three (3) roller operators, one (1) paver operator, two (2) screed men, two (2) rakers, one (1) leadman or working foreman, one (1) general laborer, and one (1) flagman. If at any time the CONTRACTOR fails to provide adequate equipment or manpower, the Engineer or his representative, may at his sole discretion, cease all operations until the situation is corrected. Adequate manpower (Cold Milling) in the form of equipment operators, laborers and foremen shall be on the job at all times during progress of work. The minimum crew shall consist of one (1) mill operator, two (2) mill side men, one (1) mini-mill unloader operator, one (1) lead-man or working foreman, one (1) general laborer, and one (1) flagman. If at any time the CONTRACTOR fails to provide adequate equipment or manpower, the Engineer or his representative, may at his sole discretion, cease all operations until the situation is corrected.
01030 Adequate Manpower
01030-1
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01031-1
PAVING MACHINE SCREED EXTENSION Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
There shall be sufficient auxiliary attachments for the paving machine so that it may be operated to lay 8, 9, 10, 11 and 12 foot strips. Vibrating screed or tamp bars shall be provided for the full width of all paving operations. For irregular width paving, hydraulic extensions, without tampering bars and vibrating screed, may be used only along the curb or outer edge of pavement. When paving streets without curbs, the “foot” on the paver shall be lowered to confine placement of the asphalt, unless otherwise directed. Reference:
Section 2205.7, Division II, Construction and Material Specifications.
01031 Paving Machine Screed Extension
01031-1
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01052-1
ADJUSTING SURVEY MONUMENTS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
All survey monuments shall be adjusted to the new elevation of the street surface resulting from the resurfacing of the street and result in the “Flush” condition defined in Section 01013.
B.
Adjustments in the elevations of these fixtures shall be made before the final surface course is placed and after any binder, leveling, wedge or base course is placed.
C.
Survey monument adjusting rings shall be furnished by the CITY, and shall be available for the CONTRACTOR to pick up at the Public Works Stanley Palmer Engineering Center located at 4721 Coal Mine Road. The adjusting rings are set in position by removing the survey monument lid, and then inserting the adjusting ring. No mechanical anchors or adhesive will be required.
D.
If a survey monument is improperly adjusted, not adjusted to the correct elevation or for any reason the final location or alignment is not satisfactory, the CONTRACTOR shall correct the adjustment for the fixture to the satisfaction of the Director of Public Works. No payment will be made for correcting unsatisfactory adjustments of fixtures, or for any asphaltic concrete surface material used for patching around the fixture if the correction is made after the final course has been placed.
E.
Payment for this item shall be made at the contract unit bid price for “Monument Adjustment” per each, as listed in the Proposal. Such payments and prices constitute full compensation for all labor, materials, and equipment necessary to complete the items.
01052 Adjusting Survey Monuments
01052-1
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APPLICATION FOR PAYMENT Project Number Project Title Final Payment5 2
Application Number : Date: Ordinance/Resolution Number: Effective: PO Number Vendor Number
CONTRACTOR Address
Application for Work Accomplished from
to
Original Contract Price [1] Net by Change Orders___through___ Current Contract Price (1+2) Completed Work [4] $ Disputed Amounts3 [-] [4a] $ 4 Stored Material [5] $ Disputed Amounts3 [-] [5a] $ Total Completed and Stored to Date (4+5) Previous Payments [7] $ Previous Retainage [8] $ Total Previous Applications (7+8) Amount This Application (6-9) Less Retainage This Application (5%) Release of Retainage Total Due This Application (10-11+12) Liquidated Damages Completion of Work [14] $ 7 Prevailing Wage [15] $ MBE/WBE Program7 [16] $ Workforce Program7 [17] $ Total Amount Due Contractor (13 - 14 through 17)
$ [2] $ [3] $
-
[6] $
-
Accompanying Documentation:
1, 2, 3, 4, 5, & 6
-
-
[9] [10] [-] [11] [12] [13]
$ $ $ $ $
-
[-] [-] [-] [-] [18]
$ $ $ $ $
-
and any other information as necessary.
NOTE: Initial all figures on this Application and on the Schedule of Values that are changed to correct errors or conform to the amount recommended. Attach explanation of changes that have been made.
CONTRACTOR’s Certification: The undersigned CONTRACTOR certifies that (a) all previous progress payments received from OWNER on account of Work done under this Contract have been applied on account to discharge CONTRACTOR’s legitimate obligations incurred in connection with Work covered by all prior Applications for Payment; (b) at time of payment, title of all Work, materials and equipment incorporated into said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien, security interest or encumbrance); and (c) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective; and (d) all manufactured goods or commodities used or supplied for this Project are in compliance with Kansas City’s Buy America ordinance.
By
Authorized Representative (Print)
Contractor
Signature
Date__________________________ State of County of
) )SS )
Subscribed and Sworn to before me this _____________________ day of _________________________, _____________ . 01290.01 Application My commission expires:for Payment 112911
N t
Contract Central
P bli
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DESIGN PROFESSIONAL’s Recommendation of Payment: In accordance with the Contract Documents, based on on-Site observations and the data comprising this application, the DESIGN PROFESSIONAL recommends to the OWNER that to the best of the DESIGN PROFESSIONAL’s knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the CONTRACTOR is entitled to payment of the Amount above listed in this application.
Name of firm (Print)
DESIGN PROFESSIONAL (Print)
(Signature)
Date:
Construction/Program Manager’s Recommendation of Payment: (if applicable) In accordance with the Contract Documents, based on on-Site observations and the data comprising this application, the Construction/Program Manager recommends to the OWNER that to the best of the Construction/Program Manager's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the CONTRACTOR is entitled to payment of the Amount above listed in this application.
Construction/Program Manager firm (Print)
Authorized Representative (Print)
(Signature)
Date:
City's Representative's Agreement with Recommendation of Payment
City's Representative(print)
(Signature)
(Date)
City's Approval The amount previously recommended is approved for payment.
Director or Designee (Print)
(Signature)
(Date)
1
See General Conditions Article 14.02 A and B If 1st payment, need proof of tax compliance if Contract amount exceeds $127,000.01 and Affirmative Action if exceeds $300,000.00. 3 Schedule of Values–Denote any amounts currently disputed in this application. Attach additional dispute documentation if required. 4 If requesting payment for stored materials, see General Conditions Article 14.02 A.1 2
5
If final payment, current proof of tax compliance if Contract is longer than 1 year and amount exceeds $127,000.01.
6
Per General Conditions Sec. 14.02 attach a copy of the most recent 00485.01 M/WBE Monthly Utilization Report, 00485.02 Project Workforce Monthly Report and 00485.03 Company-Wide Workforce Monthly Report CONTRACTOR has submitted to the
City's Human Relations Division Applicable only if final payment
7
REMINDER: CONTRACTOR is responsible for meeting or exceeding the the D/M/WBE participation amounts in its Contractor Utilization Plan (CUP) as amended by any previously approved Request for Modification/Substitution. Any Change Orders or amendements modifying the amount CONTRACTOR is to be compensated will have correspondingly impacted the amount of compensation due D/M/WBEs for purposes of meeting or exceeding the Bidder/Proposer participation. CONTRACTOR is again reminded to consider the effect of any Change Order or amendment, and to submit a Request for Modification/Substitution if appropriate. Distribution:
Owner
01290.01 ApplicationContractor for Payment 112911
Construction Manager
Project Manager Design Professional
Contract Central
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SCHEDULE OF VALUES HRD APPROVED CUP
Project Number
MBE
WBE
$0.00
Project Title A
B
C
D
E
UNIT PRICE CONTRACTS SPEC SECTION
UNIT ITEM NO.
UNIT
ESTIMATED QUANTITY
DESCRIPTION OF WORK UNIT ITEM DESCRIPTION
$0.00
% F
$ UNIT PRICE
G
H
I
UNITS NO. OF $ TOTAL OR LUMP COMPL UNITS SUM ETE
J
K
$ COMPLETED WORK
$ STORED MATERIAL
L
M
N
$ TOTAL COMPLETED AND STORED TO DATE $ J+K
% J/H
DBE $0.00
% O
% P
TOTALS TO DATE $ MBE
$ WBE
$ DBE
Q
R
% AT $ TOTAL PREVIOUS BOTTO APPLICATIONS M
S $ AMOUNT THIS APPLICATION L-R
P/L O/L N/L
01290.02 Schedule of Values 030911
1
Contract Central
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INSTRUCTIONS FOR COMPLETING KANSAS CITY, MISSOURI CERTIFIED PAYROLL REPORT
GENERAL INSTRUCTIONS: Each space on the attached Certified Payroll Report requiring information is numbered. The numbers below correspond to those spaces. When completing the Certified Payroll Report, insert the required information in each space. The Certified Payroll Report must be complete, clear and legible and be accompanied by a completed Payroll Certification including original signature. All payrolls are to be submitted within two (2) weeks after the ending date of the payroll week. *Note #1: The payroll form is available on computer disk in Microsoft Excel if requested. *Note #2: If the contractor or subcontractor is not a corporation, and its owner performs work on the job site, that owner should insert “owner” after his/her own (employee) name on space 11, and include “owner” in addition to the occupational title/classification on space 26. All other required information except for spaces 18 through 25 and 29 through 38 must be completed. INSTRUCTION FOR PAYROLL SHEETS 1.
PAYROLL NUMBER: Insert the number of the payroll. Payrolls start with number 1 (one) for the first week of work by each contractor or subcontractor. The numbers are then continuous until the last payroll. During weeks when no work takes place a payroll for that week showing no work is to be turned in. Revised payrolls must be designated with a letter “R” following the number. Check (9) the box by the word “FINAL” after the number to indicate that no further work will be done by the contractor or subcontractor.
2.
WEEK ENDING: On each sheet, insert the date of the last day of this payroll.
3.
SHEET OF: On each sheet, insert the number of each sheet and the total number of sheets submitted.
4.
GRANT AGENCY PROJECT NO: Insert the Grant Agency Project Grant Number if this is a grant funded project.
5.
CONTRACTOR: Insert the contractor’s company name and address.
6.
SUBCONTRACTOR: If this is a payroll for a subcontractor, insert subcontractor’s name and address. For the remainder of these instructions, the word “contractor” shall apply to both contractor and subcontractor.
7.
DEPARTMENT PROJECT or CONTRACT NO: Insert Department’s Project or Contract Number.
8.
LOCATION: Insert location of work, including address, and county.
9.
DESCRIPTION: Insert name of the project or contract from the Agreement.
10.
FEDERAL I.D. NUMBER: Insert the contractor’s Federal I.D. Number.
01290.03 Certified Payroll Instructions 040800
1 of 3
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11.
EMPLOYEE NAME: Insert employee’s full legal name and complete home address. Make sure to include Apartment #’s and zip code.
12.
SOCIAL SECURITY NO.: Insert employee’s social security number.
13.
DATE: Insert date for each day of the payroll week for each employee.
14.
REG. HRS.: Insert the regular hours worked each day.
15.
O.T. HRS.: Insert the overtime hours worked each day.
*Note: 14 and 15: Make sure these hours are equal or greater than the hours turned in on the “Daily Labor Force Report” form. Refer to the wage order for applicable overtime schedule. If allowed by occupational title’s applicable overtime rate, Contractor may make a permanent schedule transfer to an eight (8) or ten (10) hour day work week. Advance written notification to and approval from the Owner’s Representative is required. If allowed by the occupational title’s applicable overtime rate, any change in the work week schedule due to inclement weather must be documented on the certified payroll. 16.
TOTAL HRS: Insert total of regular hours worked for the week on this project.
17.
TOTAL HRS: Insert total of overtime hours worked for the week on this project.
18.
TOTAL FRINGE HOURS: Insert total Fringe Hours (by adding the amounts in 16 and 17).
19.
* BASE RATE: Insert basic hourly rate of pay. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for basic hourly rate.
20.
* O.T. RATE: Insert overtime rate of pay. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for the overtime rate.
21.
* FRINGE RATE: Insert fringe benefit rate for this project. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for the fringe benefit rate.
*Note: The total of the basic hourly rate plus the fringe benefit rate must be equal to or greater than the total of the basic hourly rate plus the fringe benefit rate found in the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section. If the contract contains both of the above, the higher rate will prevail. 22.
TOTAL: Multiply the amounts in 16 by 19 and insert here.
23.
TOTAL: Multiply the amounts in 17 by 20 and insert here.
24.
TOTAL: Multiply the amounts in 18 by 21 and insert here.
25.
Check (9) either approved plan, employee or both indicating the Plan or manner in which the fringe benefit is paid. If fringe benefit is paid to both a Plan and the employee, then insert each amount that is paid to the Plan and/or the employee. If paid to a Plan, list the name(s) of Plan Programs on Payroll Certification page.
*Note: 25a plus 25b must equal 24.
01290.03 Certified Payroll Instructions 040800
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26.
OCCUPATIONAL TITLE/CLASSIFICATION: Insert occupational title/classification of worker for each employee. Examples: Carpenter, laborer, electrician.
27.
GROUP: Insert the group if, applicable for the occupational title/classification. Example: Operating Engineers Group I, II, III, IV or V.
28.
SKILL GROUP: Insert skill group, if applicable. Example: general laborer, skilled laborer, first semi-skilled, second semi-skilled etc. or any of the listings under the federal classification such as painters.
29.
HOURS: Insert total hours worked for all jobs for each employee during each payroll period.
30.
GROSS EARNINGS: Insert employee’s gross earnings for each payroll period.
31-35. 31(FEDERAL), 32(FICA), 33(STATE), 34(LOCAL E-TAX), 35(MISC.) Insert the amount of each deduction from each employee’s check stub under the appropriate heading. 36.
NET PAY: Insert the employee’s net pay for each week.
37.
EARNINGS FOR THIS JOB: Add the amounts in 22, 23 and 25b and insert here.
*Note: If fringe benefit is paid to approved plan do not add the amount in 25a to this total. 38.
KANSAS CITY EARNINGS TAX THIS JOB: Insert Kansas City Earnings tax deducted from employee’s check for this job.
•
Steps 11 through 38 are to be repeated for each employee working on the project site, or for the same employee working any additional Occupational Title/Classification.
01290.03 Certified Payroll Instructions 040800
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CERTIFIED PAYROLL REPORT (Example) Project Number Project Title Payroll Number CONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
WEEK ENDING:
11 EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: 12 OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
HOURS:
29
DATE: REG. HRS. O.T. HRS.
WEEK ALL JOBS:
HOURS:
HOURS:
HOURS:
TUES
WED
THUR
FRI
15
OF
3
SAT
SUN
TOTAL FRINGE HOURS
4 GRANT AGENCY PROJECT NO.: DEPARTMENT PROJECT OR CONTRACT NO.: LOCATION: 8 DESCRIPTION: 9 TOTAL HRS. 16 $ 17 18
BASE RATE
19
27 31
MON
SKILL GROUP: FICA: 32 $
O.T. RATE $
TUES
WED
THUR
LOCAL E-TAX: $
33 FRI
SAT
34 SUN
MISC: 35 $ TOTAL HRS.
NET PAY: $
$
36
$
GROSS EARNINGS: $
GROUP: FEDERAL: $ DATE: REG. HRS. O.T. HRS.
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
MISC: $
O.T. RATE $
SUN
TOTAL HRS.
NET PAY: $
$
FRINGE RATE $ APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
O.T. RATE $
TOTAL FRINGE HOURS
FRINGE RATE $ APPROVED PLAN EMPLOYEE
FRINGE PAID TO: GROSS EARNINGS $
GROUP: FEDERAL: $ DATE: REG. HRS. O.T. HRS.
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
MISC: $ SUN
TOTAL HRS.
NET PAY: $
$
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
O.T. RATE $ FRINGE PAID TO:
GROSS EARNINGS $
01290.04 Certified Payroll Example 040100
GROUP: FEDERAL: $
SKILL GROUP: FICA: $
STATE: $
LOCAL E-TAX: $
1
MISC: $
NET PAY: $
21 APPROVED PLAN EMPLOYEE
25
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
FRINGE RATE
20
28 STATE: $
7
FRINGE PAID TO:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
GROUP: FEDERAL: $
REG. HRS. O.T. HRS.
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
30
DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
13 MON 14
6 SUBCONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER: 10
FRINGE PAID TO:
26 GROSS EARNINGS: $
SHEET
2
5
10
FINAL
1
FRINGE RATE $ APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
TOTAL $ 22 23 $ 24 $ $ a. $ b. 37 $ 38 $
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ TOTAL
TOTAL
TOTAL
TOTAL
Kansas City Contract Central
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CERTIFIED PAYROLL REPORT Project Number Project Title FINAL
Payroll Number WEEK ENDING:
CONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS: $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS: $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS $
01290.05 Certified Payroll Report 8x11 4/1/00
GROUP: FEDERAL: $
TUES
WED
THUR
FRI
SAT
OF
SUN
GRANT AGENCY PROJECT NO.: DEPARTMENT PROJECT OR CONTRACT NO.: LOCATION: DESCRIPTION: TOTAL HRS.
$
BASE RATE
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
FRINGE PAID TO: MISC: $
SUN
TOTAL HRS.
NET PAY: $
$
MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $
$
FRI
SAT
SUN
TOTAL HRS.
NET PAY: $
$
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $
$
FRI
SAT
SUN
TOTAL HRS.
NET PAY: $
$
SKILL GROUP: FICA: $
STATE: $
LOCAL E-TAX: $ 1
NET PAY: $
APPROVED PLAN EMPLOYEE
FRINGE RATE $
O.T. RATE $ FRINGE PAID TO:
MISC: $
$
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
FRINGE RATE
O.T. RATE
FRINGE PAID TO: MISC: $
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
$
O.T. RATE
FRINGE PAID TO: MISC: $
FRINGE RATE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS SKILL GROUP: FICA: $
O.T. RATE $
TOTAL FRINGE HOURS
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
MON
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
SUBCONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
SHEET
FRINGE RATE $
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
Kansas City Contract Central
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Date I, (Name of Signatory Party)
made to appropriate programs for the benefit of such employees, exceptions noted in 4 (c) below. , (Title)
(b) WHERE BENEFITS ARE PAID IN CASH
do hereby state: (1) That I pay or supervise the payment of the persons employed by (Contractor or subcontractor) on the (Building or work)
: that during the payroll period commencing on the _____ day of _____, 20___, and ending the _____ day of _____, 20___, all said persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said (Contractor or from subcontractor) the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below:
Each laborer or mechanic listed in the above referenced payroll, consisting of _____ pages, has been paid, as indicated on the payroll, in an amount not less than the sum of the basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4 (c) below. (c) EXCEPTIONS EXCEPTION (CRAFT)
EXPLANATION
(2) That any payrolls otherwise required under this contract to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained herein are not less than the applicable wage rates contained in any wage determination incorporated into this contract; that the classifications set forth herein for each laborer or mechanic conform to the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, consisting of _____ pages, payments of fringe benefits as listed in the contract have been or will be
01290.07 Payroll Certification 043004
REMARKS
NAME AND TITLE
SIGNATURE
The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 Section 231 of Title 31 of the United States Code.
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WAGE RATE VERIFICATION QUESTIONNAIRE (CUESTIONARIO VERIFICACION de SALARIO)
Project Number Project Title DATE: (FECHA:)
EMPLOYEE EMPLEADO
SOCIAL SECURITY NUMBER:
NAME: NOMBRE:
SEGURO SOCIAL:
STREET:
HOME PHONE:
CALLE:
TELEFONO:
CITY:
STATE:
CIUDAD:
ESTADO:
ZIP:
EMPLOYER DUENO
COMPANY: COMPANIA:
STREET:
PHONE:
CALLE:
TELEFONO:
CITY:
STATE:
CIUDAD:
ESTADO:
ZIP:
WHAT TYPE OF WORK OR CLASS ARE YOU PERFORMING ON THIS PROJECT: QUE TIPO DE TRABAJO HACES O QUE ES SU CLASIFICACION DE EMPLEO EN ESTE PROYECTO:
DEPARTMENT USE ONLY POSTED WAGE RATE
WHAT IS YOUR RATE OF PAY? CUAL ES SU PAGO POR HORA?
$
$
$
$
$ $______________
$ $
WHAT IS YOUR HOURLY FRINGE BENEFIT RATE? CUAL ES SU PAGO DE BENEFICIOS POR HORA?
TOTAL HOURLY RATE? PAGO TOTAL POR HORA?
FRINGE BENEFITS PAID TO: APPROVED PLAN BENEFICIOS ESTAN PAGADOS A:
UN PROGRAM APPROVADO POR EL ESTADO DE MISSOURI:
CASH TO EMPLOYEE:
$______________
O TE PAGAN LOS BENEFICIOS DIRECTAMENTE:
I CERTIFY THAT ALL THE INFORMATION PROVIDED IN THIS QUESTIONAIRE IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. YO CERTIFICO QUE TODA LA INFORMACION EN ESTE CUESTIONARIO ES VERDADERA Y COMPLETA CON EL MEJOR DE MIS CONOSIMIENTOS
SIGNED:
DATE:
FIRMA:
FECHA:
01290.08 Wage Rate Verification Interview 062000
1
Kansas City Contract Centralk
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UNICAMENTE PARA WAGE RATE VERIFICATION QUESTIONNAIRE DATE: __________________________________ PROJECT NUMBER: FEDERAL GRANT AIP NUMBER: PROJECT TITLE: LOCATION:
COUNTY:
WAS PAYROLL CHECK STUB INFORMATION CHECKED? YES
NO
PAYROLL CHECK DATE: DOES HOURLY RATE STATED COMPLY WITH PREVAILING WAGE DETERMINATION? YES NO DOES HOURLY FRINGE BENEFIT RATE COMPLY WITH PREVAILING WAGE DETERMINATION? YES NO WHICH PREVAILING WAGE DETERMINATION WAS USED? STATE FEDERAL WAGE RATE DISCREPANCIES NOTED:
DATE DISCREPANCIES TRANSMITTED TO THE DEPARTMENT OF LABOR STANDARDS:
SIGNED:
DATE:
TITLE:
01290.08 Wage Rate Verification Interview 062000
2
Kansas City Contract Centralk
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SUBCONTRACTORS AND MAJOR MATERIAL SUPPLIERS LIST Project Number From Contractor
Spec. No.
Section Title
4
Project Title To
Firm, Address (Check box if Supplier)
Date
Phone, FAX and e-mail
Contact
Attachments: Signed by:
Distribution:
Date
Owner Contractor Construction Manager Design Professional Consultant Other
01290.09 Subcontractors and Major Material Suppliers List 0408/00
Kansas
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DAILY LABOR FORCE REPORT Day
Project Number Project Title Contractor Subcontractor
Date
Weather: (Indicate if weather prevented work and why)
Shift: (circle)
5–8 hr Days
4–10 hr Days
Other
* This report MUST be completed and turned in for EACH DAY until FINAL COMPLETION. Worker’s Full Legal Name
Occupational Title or Classification Group & Skill
Hours Worked & Time (i.e. 10AM – 4PM)
I CERTIFY THAT ALL OF THE INFORMATION PROVIDED ABOVE IS TRUE AND COMPLETE. Contractor/Subcontractor Representative: Complete Name: (print)
Signature:
Title: (print)
Page ____ of ____
Distribution: Contractor Subcontractor Other
01290.11 Daily Labor Force Report 061505
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CERTIFICATE OF SUBSTANTIAL COMPLETION Project Number Project Title
CONTRACT FOR: CONTRACTOR: DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found, to the Design Professional’s and/or Construction Manager’s best knowledge, information and belief, to be substantially complete. Substantial Completion is the state in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of Project or portion thereof which is also the date designated above is hereby established as of commencement of applicable warranties required by the Contract Documents, except as stated below:
A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. CONSTRUCTION MANAGER
BY
DATE
DESIGN PROFESSIONAL
BY
DATE
The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substantial Completion. CONSTRUCTION MANAGER
BY
DATE
DESIGN PROFESSIONAL
BY
DATE
The Owner accepts the Work or designated portion thereof as substantially complete and will assume full (time) on (date). possession thereof at OWNER’S REPRESENTATIVE Distribution:
BY
DATE
Owner Contractor Construction Manager Design Professional Consultant Other
01290.12 Certificate of Substantial Completion 040800
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PUNCH LIST Project Number Project Title CONTRACTOR From
Site Visit Date
The following items require the attention of the CONTRACTOR for completion or correction. This list may not be all-inclusive, and the failure to include any items on this list does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. Item No.
Location (Area)
Description
Correction/ Completion Date
Verification Check
Attachments
Signed by:
Date:
DESIGN PROFESSIONAL (Firm/In House) Distribution:
OWNER CONTRACTOR DESIGN PROFESSIONAL Consultant Other
01290.13 Punch List 051002
Contract Central
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CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Project Number Project Title
) )SS )
STATE OF COUNTY OF
of lawful
The Undersigned, (Name)
age, being first duly sworn, states under oath as follows: 1.
of
I am the
who is the general
(Title)
(CONTRACTOR)
CONTRACTOR for the OWNER on Project No.
and Project Title
.
2.
All payrolls, material bills, use of equipment and other indebtedness connected with the Work for this Project have been paid and all Claims of whatever nature have been satisfied, as required by the Contract.
3
(9)
Prevailing wage does not apply; or
All provisions and requirements set forth in Chapter 290, Section 290.210 through and including (9) 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with these provisions and requirements and the Annual Wage Order contained in the Contract in carrying out the Contract and Work. CONTRACTOR has fully complied with the requirements of the prevailing wage law as required in the Contract and has attached affidavits from all Subcontractors on this Project, regardless of tier, affirming compliance with the prevailing wage law as stipulated in the Contract. 4.
I hereby certify that (a) at project completion and pursuant to contractor’s final request for payment, contractor achieved (______%) Minority Business Enterprise (MBE) participation and (_____%) Women Business Enterprise (WBE) participation on this contract, and (b) listed herein are the names of all certified M/WBE subcontractors, regardless of tier, with whom I, or my subcontractors contracted.
1.
Name of MBE/WBE Firm ______________________________________________ Address _____________________________________________________________ _____________________________________________________________ Telephone Number (_______) __________________________________________ IRS Number _________________________________________________________ Area/Scope*of Work __________________________________________________ Subcontract Final Amount ______________________________________________
2.
Name of MBE/WBE Firm _____________________________________________ Address _____________________________________________________________ _____________________________________________________________ Telephone Number (_______) ___________________________________________ IRS Number _________________________________________________________ Area/Scope*of Work___________________________________________________ Subcontract Final Amount ______________________________________________
01290.14 Contractor Affidavit for Final Payment 063009
1 of 2
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List additional subcontractors, if any, on a similar form and attach to the bid. Supplier** Final Amount: ___________________________________ *Reference to specification sections or bid item number. (9) (9) (9)
Met or exceeded the Contract utilization goals; or Failed to meet the Contract utilization goals (attach waiver, substitution or modification); or No goals applied to this Project.
5.
CONTRACTOR certifies that each Subcontractor has received full payment for its respective work in connection with the Contract.
6.
If applicable, I hereby certify that (a) at project completion and pursuant to contractor’s final request for payment, contractor achieved, company-wide, at least ten percent (10%) minority workforce participation and two percent (2%) women workforce participation and (2) a true and accurate copy of my final project workforce monthly report (HRD Form 00485.02 and final company-wide workforce monthly report (HRD Form 00485.03) are attached. NOTE: This paragraph is only applicable if you completed a construction
contract that was estimated by the City, prior to solicitation, as requiring more than 800 construction labor hours and costing in excess of $324,000.01. If applicable you MUST attach copies of your final monthly workforce reports. 7. This affidavit is made in behalf of the CONTRACTOR for the purpose of securing from Kansas City, Missouri, the certification of completion of the Project and receiving payment therefore. 8. If the Contract amount exceeded $123,500.01, CONTRACTOR has submitted proof of compliance with the City tax ordinances administered by the City’s Commissioner of Revenue and has on file proof of tax compliance from all Subcontractors. If the Contract term exceeded one (1) year, CONTRACTOR has provided proof of compliance with the City tax ordinances administered by the City’s Commissioner of Revenue prior to receiving final payment and has on file proof of tax compliance from all Subcontractors prior to the Subcontractor receiving final payment from CONTRACTOR. CONTRACTOR By (Authorized Signature)
Title On this
day of
,
, before me
, to me personally known to be the
appeared of the
,
and who executed the foregoing instrument and acknowledged that (s)he executed the same on behalf of as its free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the day and year first above written. My commission expires:
Notary Public
01290.14 Contractor Affidavit for Final Payment 063009
2 of 2
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SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Project Number Project Title
STATE OF MISSOURI
) ) ss:
COUNTY OF ______________ ) After being duly sworn the person whose name and signature appears below hereby states under penalty of perjury that: 1. I am the duly authorized officer of the business indicated below (hereinafter Subcontractor) and I make this affidavit on behalf of Subcontractor in accordance with the requirements set forth in Section 290.290, RSMo. Subcontractor has completed all of the Work required under the terms and conditions of a subcontract as follows: Subcontract with: __________________________________________________________________, Contractor Work Performed: ____________________________________________________________________________ Total Dollar Amount of Subcontract and all Change Orders: $_________________________________________ City Certified MBE WBE DBE NA List certifications: ____________________________________________________________________________ 2. Subcontractor fully complied with the provisions and requirements of the Missouri Prevailing Wage Law set forth in Sections 290.210, RSMo through 290.340, RSMo. Subcontractor’s Legal Name and Address
Business Entity Type: (___) Missouri Corporation (___) Foreign Corporation (___) Fictitious Name Corporation (___) Sole Proprietor (___) Limited Liability Company (___) Partnership (___) Joint Venture (___) Other (Specify)
___________________________________________ ___________________________________________ Phone No. __________________________________ Fax: ______________________________________ E:mail:_____________________________________ Federal ID No._______________________________
I hereby certify that I have the authority to execute this affidavit on behalf of Subcontractor. By: ______________________________________ (Signature) _______________________________________ (Title) NOTARY
__________________________________________ (Print Name) __________________________________________ (Date)
Subscribed and sworn to before me this _____ day of ________________________, 20______. My Commission Expires:______________________
By_____________________________
__________________________________________ Print Name
_______________________________ Title
01290.15 Subcontractor Affidavit for Final Payment 020408
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01300-1
CONSTRUCTION SCHEDULE Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
General: After being awarded the contract, the Contractor shall immediately prepare complete construction schedules consisting of all streets in the contract to be cold milled and/or paved. The schedules shall utilize only the numbering assigned by the CITY and list in sequence the order in which each street will be milled and/or paved. In addition, weekly schedules shall be provided to the Engineer detailing the paving and milling for that week. Weekly schedules shall be provided no later than noon the proceeding Friday.
B.
Contractor’s Paving and Cold Milling Schedule: No Contractor shall begin work until said schedule, in its entirety, has been submitted to the Construction Engineer and reviewed. No resurfacing work shall commence until all KCMO planned curb and signal construction is complete. The CONTRACTOR’s schedule shall complete all streets that require pavement marking such that hot applied thermoplastic can be used. All uncompleted streets that require pavement marking with traffic paint will be at the CONTRACTOR’s expense. STREETS SHALL NOT BE CONSIDERED COMPLETE UNTIL HOT APPLIED THERMOPLASTIC IS INSTALLED AND APPROVED BY THE CITY
C.
Cold Milling and Paving Time Frame: When both cold milling and paving is planned on a street, the contractor shall pave the street within five (5) calendar days after start of the cold milling. If paving is delayed more than 10 calendar days after the cold milling has begun, a penalty will be charged at a rate of one-hundred ($100) per day per street, from the 5th day commencing. •
D.
If a delay in paving a street is caused by weather or other factors not in the contractors control, the penalty will not begin until the weather or other factors have made it possible for paving.
Contract Plans: There are no plans for this work. The following list of streets shows the approximate square yards. Any additional work shall be determined in the field.
01300 Construction Schedule
01300-1
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01300-2
2012 Contract Streets No.
Street
From
To
1 2
Prospect Ave Paseo
39 St th 39 St
51 St st 51 St
st
Paving SQ 42593 64179
3
E Emanuel Cleaver II Blvd
Benton Blvd
Paseo
42053
4
Benton Blvd
Emanuel Cleaver II Blvd
Blue Pkwy
8206
Don’t pave bridge
5
E 43 St
15435
Don’t pave bridge
6
th
Prospect Ave Prospect Ave
rd
Troost Ave
E 39 St
th
Troost Ave
7
Swope Pkwy
Volker Blvd/Paseo
8
51 St
st
Troost Ave
01300 Construction Schedule
st
51 St
Swope Pkwy Total Sq. Yd's.
23731 79669 24376 300242
01300-2
Comments C.L. concrete S/O Swope Pkwy Poss. Wedging at Cleaver Blvd Don’t pave good concrete at BRW, Mill thru Prospect, Poss. Wedge Paseo Intersection, C.L. cut from Prospect to Woodland, Reverse crown at Woodland
Partial Mill E/O of BRW, No mill concrete W/O BRW, Don’t pave bridge Some possible full depth repair, C.L. cut concrete Don’t pave bridge, Replace speed humps
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DAILY FIELD OBSERVATION REPORT Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number Weather Clear Snow Overcast Foggy Rain Cold
Date
Site Conditions Warm Clear Dusty Hot Muddy Temperature Range
Time Day Monday Thursday Tuesday Friday Wednesday
Persons Contacted:
Work Observed:
Items Discussed:
Materials Delivered:
Requested Revisions or Interpretations:
Nonconforming Work Reported This Date To Contractor:
Remarks:
Attachments
Signed by: Distribution:
Date: Owner Contractor Construction Manager Design Professional Consultant Other
01320.01 Daily Field Observation Report 040800
Contract Central
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PERIODIC FIELD OBSERVATION REPORT Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number Weather Clear Snow Overcast Foggy Rain Cold
Date
Site Conditions Warm Clear Dusty Hot Muddy Temperature Range
Time Day Monday Thursday Tuesday Friday Wednesday
Persons Contacted:
Work Observed:
Items Discussed:
Remarks:
Attachments
Signed by: Distribution:
Date: Owner Contractor Construction Manager Design Professional Consultant Other
01320.02 Periodic Field Observation Report 040800
Contract Central
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WEEKLY REPORT OF WORKING DAYS Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number DATE:
WORKING DAY
TOTAL THIS WEEK
Week Ending: REMARKS
PREVIOUSLY
TOTAL TO DATE
WORKING DAYS IN CONTRACT
Signed by OWNER’S REPRESENTATIVE
Date:
Signed by CONTRACTOR
Date:
Distribution:
REMAINING OR OVERTIME
OWNER CONTRACTOR Construction Manager Design Professional Consultant Other
01320.03 Weekly Report of Working Days 040800
Contract Central
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SUBMITTAL PROCEDURES Project Number 89020190 Project Title GIZ Street Preservation
A.
General: This section supplements the requirements of General Condition 6.16. These procedures shall apply to all types of submittals including shop drawings, samples, and material certifications, and supporting documentation. CONTRACTOR shall provide to the Engineer no less than six (6) copies of all shop drawings and material certifications. If the CONTRACTOR requires more than three (3) copies of “approved” submittals to be returned, additional copies shall be included with the original submittal. All additional copies will be returned to the CONTRACTOR. Review action by the Engineer will be distributed as shown: Action by Engineer Approved Approved if Corrected as noted Correct & Re-Submit Not Approved
Retained 3 3
Returned to Contractor 3 3
Number Required For Re-Submittal 0 0
1 1
5 5
6 6
“Approved if corrected as noted” will be used only for very minor corrections and obvious typos. Engineer will reject all submittals not properly stamped or annotated with CONTRACTOR’S approval. Engineer may reject submittals of marginal legibility. Portions of the Work requiring a shop drawing, sample, or material certification shall not begin until the Engineer has approved the Shop drawing, sample, or certification. A copy of all approved submittals shall be kept in good order by the Contractor at the site and shall be available to the Engineer. The approval of any shop drawing which substantially deviates from the requirements of the contract must be evidenced by a Change Order. B.
No separate payment will be made for “Shop Drawings and Material Payment: Submittals.” All costs pertaining thereto shall be included in the contract unit prices for other items listed in section 00412 – Unit Prices.
01330 Submittal Procedures 042010
01330-1
Public Works Department
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TRANSMITTAL LETTER Project Number 89020190 Project Title GIZ Street Preservation
Date Re:
TO:
ATTN:
We are sending you Shop Drawings Copy of Letter Copies
Attached Prints Change Order Date
Under separate cover via Drawings Samples
No.
the following items: Specifications
Description
These are transmitted as checked below: For Approval For Your Use As Requested For Review and Comment
Approved as Submitted Approved as Noted Returned for Corrections
Resubmit Submit Return
Copies for Approval Copies for Distribution Corrected Prints
Remarks:
By:
Distribution:
Owner Contractor Construction Manager Design Professional Consultant
Other
01330.01 Letter of Transmittal 040100
Contract Central
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01410-1
REGULATORY REQUIREMENTS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing A. Standards, Specifications and Design Criteria As authorized and directed by City Code, the Director of Public Works has approved and adopted Standard Specifications and Drawings, the latest modification of which shall govern the construction Work. Many Kansas City standards and design criteria of the Metropolitan Chapter of the American Public Works Association have been adopted by the City, and others have been adopted with modifications. Current KCMO Standard Drawings and Supplements are available for download at www.kcmo.org/pubworks.nsf/web/pwestandards; however, the documents made available electronically do not form a part of the Contract. 1. Project-specific construction documents, including all Contract Drawings and Specifications (Project Manual) will be available online at the Kansas City, Missouri Plan Room, www.kcmoplanroom.org. Any document or plan may be viewed or downloaded from this location. 2. The Kansas City Metro Chapter, American Public Works Association Standard Specifications and Design Criteria are available online at www.kcapwa.net. B. Standard Drawings and Specifications 1. The most recently adopted standards include the following: Kansas City, Missouri Public Works Recently Adopted Standards DOCUMENT NUMBER 2100 2100 5100
SOURCE APWA 8/13/03 KCMO APWA 8/13/06
TITLE
DATE ADOPTED
EFFECTIVE DATE
Grading and Site Preparation
1/5/04
10/9/06
Supplement No. 1
7/24/06
10/9/06
Erosion and Sediment Control
1/5/04
10/9/06
5600
APWA 2/15/06
Storm Drainage Systems and Facilities
1/6/04
10/6/06
5600
KCMO
Supplement No. 1
7/24/06
10/9/06
BMP
APWA 11/13/03
Storm Drainage BMP Manual
9/6/05
10/9/06
2200 2500 2700 5500 MH-S
KCMO KCMO KCMO KCMO KCMO
Supplement No. 6 Supplement No. 6 Supplement No. 2 Supplement No. 3 Manhole Step
7/18/06 7/18/06 7/18/09 7/18/06 7/18/06
MH-RC
KCMO
Manhole Ring & Cover
7/18/06
SR-1
KCMO
Street Cut Restoration
8/24/06
8/1/06 8/1/06 8/1/06 8/1/06 8/1/06 8/1/06 Exception 9/1/06
01410 Regulatory Requirements 021904
01410-1
REMARKS
Related info at www.kcapwa.net/s pecifications.asp Related info at www.kcapwa.net/s pecifications.asp
Resolution Resolution Resolution
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01410-2 2. The current standard drawings, specifications, and KCMO Supplements adopted by the Director of Public Works are listed in the following pages.
DRAWING NUMBER AS-1
SOURCE KCMO
B-KC
KCMO
BCI(-S)(-SD) C
KCMO KCMO
CI-1
KCMO
CI-2 CI-3 CL
KCMO KCMO KCMO
D-1
KCMO
D-2
KCMO
D-3 D-US
KCMO KCMO APWA 04/17/96 APWA 04/17/96 APWA 04/17/96
FI-1 FI-1(M) GI-1
Kansas City, Missouri Public Works Standard Drawings DATE LATEST TITLE ADOPTED REVISION Typical Alley Standard 12/09/86 12/09/86 Kansas City Concrete Barrier, Type A & B Brick Curb Inlet Curbs Curb Inlet - Type I Curb Inlet – Type II Curb Inlet (Precast Details) City Logo Driveway Entrances, Types I and II Driveway Entrances, Types III & VI Driveway, Design, & Location Driveway, Unimproved Streets
10/10/86
10/10/86
11/06/70 12/22/88
09/17/82 10/01/05
06/26/96
07/14/03
Resolution
06/26/03 09/25/91 02/10/94
07/14/03
Resolution
07/14/94
10/01/05
Resolution
07/14/94
10/01/05
Resolution
05/27/98
07/01/98
Field Inlet Details (Metric)
05/27/98
07/01/98
Grate Inlet Details
05/27/98
07/01/98
Grate Inlet Details (Metric)
05/27/98
07/01/98
06/26/74
06/26/74
05/31/89 05/31/89
05/31/89 05/31/89
Junction Box Details
05/27/98
07/01/98
Junction Box Details (Metric)
05/27/98
07/01/98
Long Radius Curb Returns
07/17/97
Manhole Details
05/27/98
07/01/98
Manhole Details (Metric)
05/27/98
07/01/98
Manhole-Brick 4’ or 5’ Diameter Manhole Details Manhole-Cast in Place 4’ or 5’ Diameter Developed Base Manhole, Precast Concrete, 4’ or 5’ Dia. Manhole-Outside Drop Use with any Standard Manhole
08/23/71 12/03/96
09/19/75
01/19/71
09/19/75
07/30/91
08/19/82
01/17/68
09/19/75
GI-1(M)
APWA
GR-1
KCMO
I-1 J-1
MH-B MH-D(M)
KCMO KCMO APWA 04/17/96 APWA 04/17/96 KCMO APWA 04/17/96 APWA 04/17/96 KCMO KCMO
MH-CP
KCMO
MH-DB
KCMO
MH-OD
KCMO
MH-RC
KCMO
Manhole Ring & Cover
07/18/06
MH-S
KCMO
07/18/06
PB-2
KCMO
01/03/79
04/09/84
P-C P-E PS-4
KCMO KCMO KCMO
03/22/06 03/22/06 01/06/97
04/01/06 04/01/06 09/30/71
PS-5A(5B)(5C)
KCMO
PS-6
KCMO
Manhole Step Pipe Bedding and Cradle for Sanitary Sewer Pipe Pipe Collar Pipe Encasement Project Sign Project Sign: PS-5(A), PS-5(B), PS-5(C) Sales Tax Sign Mounting Detail
08/01/06 Alternate 08/01/06
JB-1 JB-1(M) LRCR MH-1 MH-1(M)
01410 Regulatory Requirements 021904
01410-2
Resolution
02/01/01 01/19/90
Field Inlet Details
Formed Steel Beam and Post for Guardrail PC Concrete Intersection PC Concrete Pavement Joints
REMARKS
03/25/85 10/08/86
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Resolution Resolution
Resolution Resolution
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01410-3 PS-7 RRC-1 RRC-2 S-RC SL SL-1 SL-2 SL-2A SL-3 SMB SMB(M) SR-1 ST-L2 ST-PS ST-1 ST-1(M) ST-2 ST-2(M) ST-BL Street Plate SW-1 SW-205 SW-305 SW-405 SW-NOTES SW-ADA
SPECIFICATION NUMBER 2000 2100 2200 2300 2400 2500 2600 2700 2800
KCMO KCMO KCMO KCMO KCMO APWA APWA APWA APWA APWA 04/17/96 APWA 04/17/96 KCMO KCMO KCMO APWA 04/17/96 APWA 04/17/96 APWA 04/17/96 APWA 04/17/96 KCMO 08/15/02 KCMO 03/06/06 APWA 12/18/02 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05
Construction Site Signage Railroad Crossing Timber Railroad Crossing Non-Timber Panel Steps Reinforced Concrete Standard Legend Street Lighting Feed Point, Type A Street Lighting Feed Point, Type B Street Lighting Feed Point, Type B Street Lighting-Miscellaneous Details
05/27/04 09/01/81
05/17/77 05/16/83 03/05/68 05/10/68 12/15/82 12/15/82 11/18/87 12/15/82
Survey Monument Box
05/27/98
07/01/98
Survey Monument Box (Metric)
05/27/98
07/01/98
Street Cut Restoration Local Street-Phase I Private Street
08/24/06 05/18/83 03/21/83
09/01/06
Figure in APWA Section 5200 Figure in APWA Section 5200(M) Resolution
Street Section Details
05/27/98
Street Section Details (Metric)
05/27/98
Street Section Details
05/27/98
Street Section Details (Metric)
05/27/98
Supplement 07/01/98 Supplement 07/01/98 Supplement 07/01/98 Supplement 07/01/98
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Bike Lane Sections
11/03/03
01/01/04
Ordinance 011288
Street Plate Details
03/06/06
04/01/06
Resolution
Sidewalk Ramp Details
11/03/03
01/01/04
Sidewalk Ramp Details 2
10/01/05
Resolution
Sidewalk Ramp Details 3
10/01/05
Resolution
Sidewalk Ramp Details 4
10/01/05
Resolution
Sidewalk Ramp Notes
10/01/05
Resolution
Sidewalk Ramp ADA Details
10/01/05
Resolution
Kansas City, Missouri Public Works Design Criteria and Construction Specifications DATE LATEST SOURCE TITLE ADOPTED REVISION REMARKS APWA General 10/21/81 Supplemented by KCMO APWA Grading and Site Preparation 10/21/81 08/13/03 2100 Supplemented by KCMO APWA Paving 05/23/01 01/01/04 2200 Supplemented by KCMO APWA Incidental Construction 12/18/02 01/01/04 2300 Supplemented by KCMO APWA Seeding and Sodding 10/21/81 01/01/90 2400 07/01/98 Supplemented by KCMO APWA Sanitary Sewers 12/16/92 01/01/04 2500 Supplemented by KCMO APWA Storm Sewers 04/17/96 04/10/00 2600 Supplemented by KCMO APWA Structures 11/16/88 02/09/04 2700 Supplemented by KCMO APWA Street Lights 12/15/82 05/01/01 2800
01410 Regulatory Requirements 021904
01410-3
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01410-4 5200
APWA
Street Design Criteria
04/17/96
07/01/98
5200(M)
APWA
Street Design Criteria (Metrics)
04/17/96
07/01/98
5500
APWA
Sanitary Sewers and Appurtenances
04/17/96
09/01/98
5600
APWA
Storm Sewer Design
03/21/90
02/15/06
5700
APWA
Structures
12/17/86
01/01/04
5800
APWA
Street Lighting
12/15/82
05/01/01
020117
KCMO
850801
KCMO
890524
KCMO
Kansas City, Missouri Policies DATE TITLE ADOPTED Plan Presentation Criteria and 07/01/88 Procedure Storm Water Management Plan 06/17/02 Criteria for Condemnation of Sidewalk, 12/16/85 Driveways & Curbs Guidelines for Guardrail Use 08/01/89
KCMO
Guidelines for Fencing of Improved Open Channels
POLICY NUMBER
SOURCE KCMO
900639 950769
KCMO
81783
KCMO
880544
KCMO
890332
KCMO
890721
KCMO
SP-1
Mo DNR
1000
KCMO
800576
KCMO
930418
KCMO
950768
KCMO
940108
KCMO
10/08/90
Guidelines on Special MH Ring and Cover Requirements Replacement of Sidewalks That Have Been Cut As-Built Drawings for Sewers Built by Permit Policy for Portland Cement Concrete Intersections Street Lighting
01410 Regulatory Requirements 021904
REMARKS
03/30/93 06/10/02
Development Services
Includes Maintenance and Repair Policy
11/29/95 12/01/67 07/11/88 06/01/89 11/22/89
Missouri DNR Standards of Practice No.1 General Provisions and Covenants Private Building Sewer Lines in Public Right of Way Policy for PVC Pipe Wall Thickness Policy for Inspection and Construction of Manholes Erosion and Sediment Control Specifications
LATEST REVISION
Supplemented by KCMO 5200 Supplemented by KCMO 5200 Supplemented by KCMO 5500 Supplemented by KCMO 5600 Supplemented by KCMO 5700 Supplemented by KCMO 5800
06/25/87 08/19/75
Requires Contractor to furnish As-Builts Associated with Drawing I-1 Replaced Previous 880393 Available from the State Surveyor Being Revised
12/10/80 08/09/93 11/29/95 03/18/94
01410-4
Approved by Mo DNR November 23, 1992
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01540-1
GUIDELINES FOR OPEN EXCAVATIONS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
Required excavations shall be restored to the level of the adjacent surfaces as soon as practicable. Unsupervised open excavations on public properties are discouraged at all times. Every person who for any purpose makes or causes to be made any excavation in, upon, under, through or adjoining any street, sidewalk, alley, park, boulevard, parkway or any other public properties, and shall leave any part or portion thereof open shall provide effective protection to the public. All excavations in roadways shall be protected and secured in compliance with existing federal, state and local codes and standards, including, but not limited to the most current edition of the Manual of Uniform Traffic Control Devices. All unsupervised excavations not within roadways shall be protected and secured. A protective cover over an excavation shall be installed so that it can sustain the weight of any persons and/or objects placed upon it. The cover shall be fixed to the ground so it cannot be moved. Protective covers shall have no opening(s) or protuberance(s) of sufficient size to cause a fall and/or injury. Advance warning devices shall be installed as necessary. Any excavation that is not covered shall be fenced in such a way that it surrounds that entire area under excavations so as to prevent entry by any persons. The fencing shall be a minimum of 42" in height. The fence shall be constructed in such a manner that it is adequately secured and will remain upright at all times under normal site conditions. All protective coverings and/or fences on excavations shall be inspected at least daily to assure integrity. Protective coverings and/or fences in heavily traveled areas shall be inspected more often as necessary. All necessary and applicable permits shall be secured for any work contemplated on public properties before commencing any activity. In all instances the applicant agrees to perform all work in accordance with the permit and to indemnify and hold harmless the City from all liability, judgements, costs, expenses and claims growing out of damages or alleged damages, of any nature to any person to property arising out of performance or non-performance of said work or the existence of facilities and/or appurtenances thereof, and no additional compensation shall be made.
01540 Guidelines for Open Excavations
01540-1
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01567-1
POLLUTION CONTROL Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
General Requirements: No open burning will be permitted. All activity associated with the project, including equipment cleaning and maintenance, shall be conducted in a workmanlike manner that prevents millings or other construction debris, sediment, asphalt emulsion, or any other material from entering the sewer system. The CONTRACTOR shall have sand bags, straw bales, wrapped perforated pipe, or other apparatus specifically manufactured and marketed for said use on the job site before work starts for use as requested by the Engineer.
01567 Pollution Control
01567-1
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01570-1
TRAFFIC REGULATIONS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. General Requirements: 1. The CONTRACTOR must obtain a traffic control permit at least 14 days in advance of the proposed beginning date in order to allow sufficient time for public notification. 2. The CONTRACTOR shall take any and all proper precautions to guard against injury to persons or damage to property until final acceptance of the work by the Director of Public Works. These precautions should include, but not be limited to, protection of vehicular and pedestrian traffic from injury or damage due to open excavations by the proper placement of appropriate safety devices. The CONTRACTOR shall maintain safety devices and their proper placement throughout the needed period. Construction practices should be followed that will eliminate all safety hazards as quickly as possible or practicable. 3. The CONTRACTOR shall provide all barricades, cones, drums, construction warning signs, flagmen and incidental devices to protect, warn, and guide vehicular and pedestrian traffic, and to protect his personnel and equipment on the job site. During all phases of construction, the CONTRACTOR shall display the required signs. Any traffic control device not in use shall be covered, removed or turned away from view of oncoming traffic. Whenever the work area changes, all construction warning signs, regulatory signs, and traffic channelization devices shall be made current in both legend and function. 4. All traffic control work zones and devices shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" 2009 Edition, and its most current revisions. No substitutions for the devices required by the above referenced manual or changes in the methods of traffic control as outlined herein will be allowed without the approval of the Engineer. 5. The CONTRACTOR's representative on this project will make daily inspections of the traffic control devices installed as part of this contract and maintain records of any maintenance required and the date on which it was completed. These records will be maintained for the duration of the project and be incorporated as part of the final records. It shall be the CONTRACTOR's responsibility to maintain all traffic control devices in proper working condition and placement at all times. The CONTRACTOR shall promptly correct any deficiencies in traffic control.
01570 Traffic Regulations
01570-1
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01570-2
6. The CONTRACTOR will be required at the time of the preconstruction conference to designate a specific employee to be responsible for the maintenance of the traffic control devices and establish a method of contacting this person during both working and nonworking hours. This information will be provided to the resident engineer, and to the Kansas City, Missouri Public Works - Streets and Traffic Division. The CONTRACTOR may, at his option, establish a maintenance agreement with a qualified firm, approved by the City, to supply, install, and maintain the required traffic control devices throughout the duration of this project. 7. Damage to existing utilities during construction of this project which would required immediate repair may be considered as an "emergency", and as such may not be subject to all of the restrictions contained herein. Therefore, the CONTRACTOR should immediately contact the utility company whose facilities are involved and the Streets and Traffic Division whenever any utilities are damaged which may require immediate repair. Such repair work, once declared an "emergency" by the utility company or by the Streets and Traffic Division, shall be pursued on a continuous (24 hours per day) basis until complete or advanced to such a point that use of the roadway can be returned to normal operation and any subsequent repairs can be completed during regular working hours. However, the Streets and Traffic Division reserves the right to determine which utility work will be considered an "emergency". Any costs incurred by the CONTRACTOR for such "emergency" utility repair, including the cost of any additional traffic control that may be required, will be the CONTRACTOR's sole responsibility. 8. Streets and Traffic Division reserves the right to make adjustments or revisions in traffic handling requirements that may become necessary after construction on the project has started. These changes will be determined on the basis of periodic inspections throughout the duration of the project. Notice of such change will be transmitted to the CONTRACTOR and it will be his responsibility to make the necessary changes as soon as practicable after receipt of the notification. 9. If the CONTRACTOR encounters conditions that would require a change in method of traffic control the CONTRACTOR shall immediately notify the inspector. At least 48 hours before the start of the proposed change, the inspector will request approval of the change in method of maintaining traffic from the Street and Traffic Division (513-2670, 8 a.m. to 5 p.m., Monday through Friday). Upon approval the CONTRACTOR shall obtain a revised street closure permit from Streets and Traffic Division. The CONTRACTOR shall not proceed with the change without the approval of the Street and Traffic Division. 10. The CONTRACTOR shall be required to maintain access to all properties served by streets affected by the construction work, unless otherwise stated in the Specific Requirements of this Project Manual. 11. The Engineer or his representative shall have the sole authority in determining the CONTRACTOR’s compliance with Article XI of Chapter 70 of the City Code of Ordinances – Vehicle weight, size, and load. If it is determined that the CONTRACTOR is noncompliant, the Engineer or his representative may suspend work
01570 Traffic Regulations
01570-2
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01570-3
until the CONTRACTOR attains compliance. This may include, but not be limited to, CONTRACTOR submittal of weigh tickets before operations are resumed. 12. Early coordination with the railroad company should occur before work starts. All costs associated with railroad crossing traffic control/inspection is the responsibility of the CONTRATOR. B. Emergency No Parking Signs: 1. When it is necessary to eliminate parking on a part of a street to facilitate construction work, the CONTRACTOR shall, subject to the approval of the Streets and Traffic Division, post "EMERGENCY NO PARKING, 7 a.m. to 6 p.m." signs on the side of the street where parking is to be eliminated. The signage shall consist of R7-2; R7-201; R7201A as depicted in this section. MUTCD No Parking language and the signage must be on aluminum or plywood panels. Paper or cardboard signs will not be allowed. These signs must be installed a minimum of 18 hours and a maximum of 48 hours in advance of the time the CONTRACTOR plans to begin work. The CONTRACTOR must contact the inspector as soon as the signs are installed. The notification to the inspector must be made by 12:00 pm, so proper installations of the signs can be verified, and enforcement can be effective the following day. When Emergency No Parking signs are to be installed before holidays, or for Saturday, Sunday, or Monday work, the notification must be given no later than 12:00 pm on the preceding Friday, or as directed by the Engineer. 2. The signs are to be installed on either steel posts or existing utility poles at a height of five (5) feet to the bottom of the sign. The signs are to be installed at the beginning and end of each block and at 150-feet maximum intervals in between. If there are existing parking restriction signs of a lesser degree of restriction, the CONTRACTOR shall install the EMERGENCY NO PARKING signs as outlined above and shall cover the existing signs with the EMERGENCY NO PARKING sign or some type of permanent cover (paper and tape will not be accepted). The Emergency No Parking signs cannot be enforced where signs or parking meters are left uncovered. The CONTRACTOR shall notify Mr. Ray Marcille, Public Works Parking Meter Division, at (816) 513-9300, the day the parking meters are covered. The CONTRACTOR shall immediately remove all signs and covers as soon as work in a block has been completed. If it becomes apparent, for any reason, that work will cease for more than 72 hours, the same signs and covers shall be removed and must be reinstalled subject to the minimum 18 hours advance notice before work can proceed. If work does not begin within 48 hours after the signs are posted, the same procedure must be followed. Failure by the CONTRACTOR to abide by all the provisions concerning "EMERGENCY NO PARKING" signs, will result in the cancellation of the permit.
01570 Traffic Regulations
01570-3
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01570-4
C. Specific Requirement: 1. On all arterial and collector streets where cold milling is required, advance warning signs shall be installed to alert drivers of uneven pavement and construction ahead. If the cold milling exceeds three consecutive blocks, additional warning signs shall be installed. All signs must be maintained until the operation has been completed. 2. The schedule in this section lists for each street the restriction on working hours and the type of closure permitted. 3. If in the opinion of the Engineer, the Director of Public Works or his authorized representative, or an officer of the Kansas City, Missouri Police Department, the CONTRACTOR is creating a hazardous condition, notwithstanding the provisions of this contract, then the work shall stop and the street involved be returned to normal traffic operations. Work shall not resume until the Department of Public Works gives permission to proceed. 4. The CONTRACTOR shall request the Engineer at least 24 hours in advance of any closure so that proper notice can be given to Police, Fire, and other emergency service agencies. 5. Overnight closures will not be permitted on Arterial, Collector, and Business streets. 6. Control of traffic at private driveways along the streets shall be handled on an individual basis and as directed by the Engineer. 7. During non-work hours the street shall be reopened to traffic in a safe condition without obstruction or hazard to traffic. The road shall be cleared of construction equipment and debris. Barrels or barricades shall be placed adjacent to the work area and all construction signs, except the “ROAD CONSTRUCTION AHEAD” signs, shall be covered or turned from traffic during hours when the street is reopened to traffic. 8. The CONTRACTOR shall give advance notice of start and duration of resurfacing operation to adjacent property owners and residents no less than 18 hours and no more than 24 hours before the operation starts by hanging door tags, as shown on in this section, on the doors of all residents and businesses along the street to be resurfaced. 9. The CONTRACTOR shall schedule his work during hours that do not conflict with any restricted period, as indicated on the schedule. Generally, when peak hour restrictions are indicated for a street, the CONTRACTOR may, at his option, work on the subject street on Saturday and Sunday with no time restrictions. All streets within the Central Business District, defined as the area bounded by 6th Street on the north, Truman Road on the south, Broadway Boulevard on the west, and Charlotte Street on the east, shall be restricted to Saturday and Sunday work only. 10. Work in the areas listed below will require additional coordination with representatives of each area. No work shall be performed in these areas until that coordination has taken place through the Engineer or his representative.
01570 Traffic Regulations
01570-4
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01570-5
- Plaza - Downtown - Westport - Crown Center Additionally, consideration shall be given when scheduling work in the vicinity of the Municipal Auditorium and the Convention Center to events scheduled at these facilities on weekends. Also, consideration shall be given to events scheduled at the Kemper Arena when working in the Central Industrial District, defined as the area bounded by 12th Street on the north, 23rd Street on the south, the Kansas-Missouri State Line on the west, and I-35 on the east. D. Payment: No separate payment will be made for "Traffic Requirements.” All costs pertaining thereto shall be included in the contract prices for other items listed in the Proposal.
01570 Traffic Regulations
01570-5
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01570-6
DOOR TAG EXAMPLE:
Street From To
WITHIN THE NEXT 72 HOURS your street will be cold milled or resurfaced. SORRY
to inconvenience you but your street must be cold milled or resurfaced. All vehicles must be off the street. You may park your vehicle in your drive or on an adjacent street to the one being cold milled or resurfaced.
TOMORROW
weather permitting we will be cold milling or resurfacing your street. You will have access in and out of your driveway. There may be some minor delays. Please drive carefully in the vicinity of the work and keep children clear of equipment.
IN CASE OF RAIN
we will delay the work until the weather permits us to complete the work.
THANK YOU FOR YOUR COOPERATION
Contractor’s Name Contractor’s Phone Number Public Works Department Street and Traffic Division 513-8700
01570 Traffic Regulations
01570-6
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01570-7
01570 Traffic Regulations
01570-7
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01570-8
MUTCD No Parking Signage STREET RESURFACING PROGRAM TRAFFIC RESTRICTIONS LEGEND
WORKING HOURS RESTRICTIONS
MINIMUM NUMBER OF LANE(S) OPEN TO TRAFFIC DURING WORKING HOURS
A.
May work on Sunday only
1.
B.
No work 7:00 A.M. to 9:00 A.M. And 4:00 P.M. to 6:00 P.M., Monday through Friday.
Must maintain two-way traffic in a single lane using standard warning signs and flag men.
2.
Must maintain two-way traffic, one lane of moving traffic in each direction at all times.
3.
Must maintain one lane of moving traffic at all times.
4.
Street closure permitted. Contractor shall provide public convenience notice.
C.
D.
May work anytime Saturday and Sunday. No work northbound 7:00 A.M. to 9:00 A.M., Monday through Friday
E.
No work southbound 7:00 A.M. to 9:00 A.M., Monday through Friday
F.
No work eastbound 7:00 A.M. to 9:00 A.M., Monday through Friday
G.
No work westbound 7:00 A.M. to 9:00 A.M., Monday through Friday
H.
No work northbound 4:00 P.M. to 6:00 P.M., Monday through Friday
I.
No work southbound 4:00 P.M. to 6:00 P.M., Monday through Friday
J.
No work eastbound 4:00 P.M. to 6:00 P.M., Monday through Friday
K.
No work westbound 4:00 P.M. to 6:00 P.M., Monday through Friday
L.
No restrictions
M.
May work on Saturday or Sunday only
01570 Traffic Regulations
01570-8
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01570-9
2012 Traffic Restrictions No Street Restrictions 1 Prospect Ave 2 Paseo 3 E Emanuel Cleaver II 4 Benton Blvd 5 E 43rd St 6 E 39th St 7 Swope Pkwy 8 51st St
01570 Traffic Regulations
From
To
Traffic
39th St 39th St Benton Blvd Emanuel Cleaver II Blvd Troost Ave Troost Ave Volker Blvd/Paseo Troost Ave
51st St 51st St Paseo Blue Pkwy Prospect Ave Prospect Ave 51st St Swope Pkwy
B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2
01570-9
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01580-1
PROJECT SIGNS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
No project signs will be required.
01580 Project Signs
01580-1
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01590-1
FIELD LABORATORY Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. Plant Testing Laboratory: The plant site shall be provided with a testing laboratory for joint use of the producer’s quality control and acceptance testing functions, and the Engineer or his representative, during periods of mix production, sampling and testing, and whenever materials subject to the provisions of these specifications are being supplied or tested. The Engineer will always have priority in the use of this equipment. The bituminous plant testing laboratory shall have a floor area of not less than 150 square feet, with a ceiling height of not less than 7-1/2 feet. The laboratory shall be weather-tight sufficiently heated in cold weather, air-conditioned in hot weather to maintain temperatures for testing purposes, of 70 plus or minus 5 degrees Fahrenheit. It shall be so located on the asphalt plant site as to provide an unobstructed view from one of its windows, of the trucks as they are loaded with the plant mixed materials. The bituminous plant testing laboratory shall have: (1)
Adequate artificial lighting.
(2)
Electrical outlets sufficient in number and capacity for operating the required testing equipment and for drying samples.
(3)
Underwriters Laboratories approved ABC dry chemical fire extinguisher.
(4)
Work benches for testing with dimensions not less than 2-1/2 feet by 10 feet.
(5)
A desk or table and at least two (2) chairs.
(6)
Sanitary facilities convenient to the testing lab.
(7)
Exhaust fan to outside air, with minimum blade diameter of 12 inch to adequately handle laboratory dust and fumes.
(8)
Telephone.
(9)
File cabinet.
(10) A sink with running water and attached drainboard and drain capable of handling elutriated material. Water shall free of offensive odor and color.
01590 Field Laboratory
01590-1
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01590-2
(11) Industrial Type Hood and Exhaust Fan (for Furnace, Oven, Stove and etc.) (12) Asphalt Content Tester-Furnace or oven to determine asphalt content by ignition burn off, with extra oven pan. (13) 2-burner Hot Plate or Gas Stove. (14) Six (6) 18” x 13” x 4” Blue Steel Sample Pans. (15) Four (4) 9” x 12” x 1” Aluminum Cake Pans. (16) Three (3) large 12” Steel Spoons. (17) One (1) Aggregate Shaker (sound-proofed enclosure.) (18) Sieves, 12” diameter: 1-1/2”, 1”, ¾”, ½”, 3/8”, #4, #8, #10, #16, #30, #40, #50, #80, #100, #200, Pan, Lid. (19) Six (6) 1” paint-brushes-nylon bristles. (20) One (1) wire brush. (21) Sample splitters +3/4” aggregate – ¾ aggregate. (22) Electronic scale that will enable inspector to accurately weigh from 0 to 8 kg in 0.1 gram increments. (23) Two (2) “quick read” dial face, stainless steel stem, thermometers 50 degrees to 450 degrees Fahrenheit. (24) Automated asphalt compactor suited for preparing Marshall specimens. (25) Hand soap. (26) 700 MHz Pentium III Personal Computer with 128 MB RAM, 15” color monitor, 101 key keyboard, mouse, 3.5” floppy drive, USB port, deskjet printer, and dust covers, loaded with and capable of running Microsoft Excel 2000 or better. (27) Theoretical Maximum Specific Gravity test equipment complying to ASTM D2041 Approval of the bituminous plant and testing laboratory by the Engineer will require all the above facilities and equipment in good working order, during all periods of mix production, sampling and testing; and whenever materials subject to the provisions of these specifications are being supplied or tested. Failure to provide any of the above shall be sufficient cause for disapproving the bituminous plant operations. Consult with Reggie Davis at 513-8738 for specific details. B. Inspection of Plant: The Engineer or his authorized representative shall have access, at all times, to all parts of the paving plant for checking adequacy of equipment; inspecting
01590 Field Laboratory
01590-2
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01590-3
operation of the plant, verifying weights, proportions, and character of materials; and checking the temperatures maintained in the preparation of the mixtures. C. Payment: No separate payment shall be made for this item. All costs pertaining thereto shall be included in the contract prices for other items as listed in section 00412 – Unit Prices.
01590 Field Laboratory
01590-3
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SUBSTITUTION REQUEST Project Number Project Title
To:
Authorization Number: From: Date: Contract For:
Re:
Specification Title: Section:
Page:
Article/Paragraph:
Proposed Substitution: Manufacturer: Address: Phone No. Trade Name: Model No. Installer: Address: Phone No. History: New Product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Point-by-point comparative data attached – REQUIRED Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance, service, and availability of replacement parts, as applicable, are available. • Proposed substitution will not affect or delay Progress Schedule, except as stated below. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances, except as stated below. • Payment will be made for changes to building design, including architectural or engineering design, detailing, licenses, royalties, and construction costs caused by the requested substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be completed in all respects. Reason for not providing specified item:
Similar Installation: Project: Address:
Design Professional: Owner: Date Installed: Proposed substitution affects other parts of Work: No Yes; explain
Savings to Owner for accepting substitution: Proposed substitution changes Contract Time: No Yes; add/deduct 01630 Substitution Request 022200
1 of 2
days. Contract Central
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Supporting Data Attached: Product Data Drawings Tests Reports Samples Attachments:
Submitted by: Signature: Firm: Address: Telephone:
Fax:
E-Mail:
Additional Comments: Contractor Subcontractor Supplier Manufacturer DP
DESIGN PROFESSIONAL’S REVIEW AND ACTION Substitution approved – Make submittals in accordance with Specification Section 01300. Substitution approved as noted – Make submittals in accordance with Specification Section 01300. Substitution rejected – Use specified materials. Substitution Request received too late – Use specified materials. Signed by: Distribution:
Date: Owner Design Professional Contractor Consultant Construction Manager Other
01630 Substitution Request 022200
2 of 2
Contract Central
01010-1
SUMMARY OF WORK Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
The work is a public improvement to:
PROJECT DESCRIPTION: The work is a public improvement in Jackson County to mill and resurface with a nominal two (2) inch Asphaltic Concrete overlay and otherwise repair certain designated streets as directed by the Director of Public Works for Kansas City, Missouri. The items of work and the basis of payment are as listed in the Proposal. The Director of Public Works reserves the right to add or delete streets, or change the type of treatment during the life of this contract. Changes will be made at such time so as to avoid imposing hardship on the CONTRACTOR. Methodology of communicating said changes will be discussed and finalized at the preconstruction meeting, and followed henceforth from that point in time. Changes will be processed through a change order, in accordance with the General Conditions, Article 10.
01010 Summary of Work
01010-1
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01013-1
ADJUSTING UTILITIES Project Number
89020190
Project Title
Green Impact Zone Street Preservation
A. The CONTRACTOR shall cooperate with public and private utility companies or their contractors in adjusting manholes and shall plan the work so as to cause a minimum of interference to vehicular traffic. Under no circumstances will a street be allowed to be closed for adjusting fixtures. The CONTRACTOR shall arrange his work so he will not be delayed because of this regulation. The CONTRACTOR and engineer shall confirm there is no debris in the manhole before work begins and at the completion of work. If debris is present prior to commencing work, it shall be documented, and the engineer will contact WSD immediately. Before entering any manhole, the CONTRACTOR shall comply with applicable federal, state, and local laws pertaining to confined space entry, and provide a current copy of Confined Spaces Entry permit issued by OSHA. B. Adjustment of fixtures shall be coordinated with the resurfacing operations so that all streets having fixtures adjusted can be resurfaced in not more than five (5) days time. All fixtures regardless of method shall have a clean edge of not less than two (2) inches in depth unless otherwise directed. All fixtures, regardless of method of adjustment, shall be flush with the surrounding pavement within 1/4”, for a distance of 2’ or 6” beyond the adjustment excavation sawed edge, whichever is greater, measured from all edges of the appurtenance. When utilities are adjusted under bid item “Sewer Manhole Adjustment – Replacement” the new adjustable manhole casting shall be set in concrete. The concrete mix used for filling the excavation around manholes and other fixtures shall be MCIB Mix Number WA738-3/44, or otherwise approved by the engineer. After the concrete is placed, the excavation will be barricaded until the concrete has attained sufficient strength to withstand vehicular traffic. All Portland cement concrete used in adjusting fixtures shall be cured with spray-on membrane containing pigment. All construction- related sawcuts shall be sealed in accordance with Section 02200. The CONTRACTOR shall be accountable for the successful locating of all utilities by others both before and after resurfacing operations, and provide a method of non-destructive location as required. On streets, intersections, alleys or other areas where the work restricts traffic excessively, an approved accelerator may be added. The location where this mix will be used will be determined by the Engineer. After the concrete is placed, the excavation will be barricaded
01013 Adjusting Utilities_Addendum_1
01013-1
CS110012
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01013-2
until the concrete has attained sufficient strength to withstand vehicular traffic, but no less than 2500 psi. Generally, the barricades in these locations will have to be removed by 4:00 P.M. This means the work of placing the concrete must be done early enough in the day to allow the concrete to attain sufficient strength to withstand vehicular traffic by 4:00 P.M. The accelerator may be added to the concrete mix at the job site. The use of calcium chloride will not be permitted.
01013 Adjusting Utilities_Addendum_1
01013-2
CS110012
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01014-1
WATER VALVE ADJUSTMENT Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. All water valve covers shall be adjusted to the new elevation of the street surface resulting from resurfacing of the street. Public Works will provide the CONTRACTOR data from Water Services Department (WSD) regarding the location of the WSD facilities. If a known water valve cover cannot be located by the CONTRACTOR in the field, the CONTRACTOR shall immediately notify the on-site inspector or Project Engineer so that it can be located and adjusted by the CONTRACTOR. B. Adjustment in the elevation of these valve covers shall be made before the final surface course is placed and after any binder, leveling, wedge or base course is placed. C. Water valve cover adjusting rings shall be furnished by the CONTRACTOR, and approved for use by the City. The adjusting rings shall be set in position by removing the valve cover lid, and then inserting the adjusting ring. No mechanical anchors or adhesive should be required. The adjusting ring shall be traffic rated and available in increments of 1 inch, 1 ½ inch, and 2 inches. Adjusting rings of all required increments shall be on site before work commences on any street segment. D. Payment for this item shall be made at the contract unit bid price for “Water Valve Adjustment” per each, as listed in the Proposal. Such payments and prices constitute full compensation for all labor, materials, and equipment necessary to complete the items.
01014 Water Valve Adjustment
01014-1
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01015-1
SEWER MANHOLE ADJUSTMENT Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
All sewer manhole covers shall be adjusted to the new elevation of the street surface resulting from resurfacing of the street.
B.
Sewer manhole cover adjusting rings will be furnished by the CONTRACTOR, and approved for use by the Engineer.
C.
Manhole cover adjusting rings shall result in the “flush condition” described in section 001013-1, “Adjusting Utilities”. No adjustment rings shall be used within the “Downtown Loop” unless authorized by the engineer. No adjustment rings shall be used in conjunction with adjustable manhole castings.
D.
Payment for this item shall be made at the contract unit bid price for “Sewer Manhole Adjustment-Ring” per each, as listed in the Proposal. Such payment shall constitute full compensation for all labor, equipment and materials necessary to complete this item.
E.
Adjustable sewer manhole casting assemblies will be furnished by the CONTRACTOR. The adjustable manhole assemblies shall be installed according to the manufacturer’s recommendation. The new manhole assembly shall be set at ¾” to allow future lowering and raising of the manhole unless the engineer or his representative approves otherwise.
F.
Payment for this item shall be made at the contract unit bid price for “Sewer Manhole Adjustment-Replacement” per each, as listed in the Proposal. Such payment shall constitute full compensation for all labor, equipment and materials necessary to complete this item. Only that work which is documented by both the CONTRACTOR and the engineer on a daily basis on duplicate forms provided by the CITY will be considered for payment. Subsurface conditions that require additional work beyond manufacturer’s recommendations for installation of adjustable manhole assemblies shall be included in the Unit Bid Price.
01015 Sewer Manhole Adjustment
01015-1
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01030-1
ADEQUATE MANPOWER Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
Adequate manpower (Hot Recycling, Resurfacing) in the form of equipment operators, laborers and foremen shall be on the job at all times during progress of work. The minimum crew shall consist of three (3) roller operators, one (1) paver operator, two (2) screed men, two (2) rakers, one (1) leadman or working foreman, one (1) general laborer, and one (1) flagman. If at any time the CONTRACTOR fails to provide adequate equipment or manpower, the Engineer or his representative, may at his sole discretion, cease all operations until the situation is corrected. Adequate manpower (Cold Milling) in the form of equipment operators, laborers and foremen shall be on the job at all times during progress of work. The minimum crew shall consist of one (1) mill operator, two (2) mill side men, one (1) mini-mill unloader operator, one (1) lead-man or working foreman, one (1) general laborer, and one (1) flagman. If at any time the CONTRACTOR fails to provide adequate equipment or manpower, the Engineer or his representative, may at his sole discretion, cease all operations until the situation is corrected.
01030 Adequate Manpower
01030-1
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01031-1
PAVING MACHINE SCREED EXTENSION Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
There shall be sufficient auxiliary attachments for the paving machine so that it may be operated to lay 8, 9, 10, 11 and 12 foot strips. Vibrating screed or tamp bars shall be provided for the full width of all paving operations. For irregular width paving, hydraulic extensions, without tampering bars and vibrating screed, may be used only along the curb or outer edge of pavement. When paving streets without curbs, the “foot” on the paver shall be lowered to confine placement of the asphalt, unless otherwise directed. Reference:
Section 2205.7, Division II, Construction and Material Specifications.
01031 Paving Machine Screed Extension
01031-1
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01052-1
ADJUSTING SURVEY MONUMENTS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
All survey monuments shall be adjusted to the new elevation of the street surface resulting from the resurfacing of the street and result in the “Flush” condition defined in Section 01013.
B.
Adjustments in the elevations of these fixtures shall be made before the final surface course is placed and after any binder, leveling, wedge or base course is placed.
C.
Survey monument adjusting rings shall be furnished by the CITY, and shall be available for the CONTRACTOR to pick up at the Public Works Stanley Palmer Engineering Center located at 4721 Coal Mine Road. The adjusting rings are set in position by removing the survey monument lid, and then inserting the adjusting ring. No mechanical anchors or adhesive will be required.
D.
If a survey monument is improperly adjusted, not adjusted to the correct elevation or for any reason the final location or alignment is not satisfactory, the CONTRACTOR shall correct the adjustment for the fixture to the satisfaction of the Director of Public Works. No payment will be made for correcting unsatisfactory adjustments of fixtures, or for any asphaltic concrete surface material used for patching around the fixture if the correction is made after the final course has been placed.
E.
Payment for this item shall be made at the contract unit bid price for “Monument Adjustment” per each, as listed in the Proposal. Such payments and prices constitute full compensation for all labor, materials, and equipment necessary to complete the items.
01052 Adjusting Survey Monuments
01052-1
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APPLICATION FOR PAYMENT Project Number Project Title Final Payment5 2
Application Number : Date: Ordinance/Resolution Number: Effective: PO Number Vendor Number
CONTRACTOR Address
Application for Work Accomplished from
to
Original Contract Price [1] Net by Change Orders___through___ Current Contract Price (1+2) Completed Work [4] $ Disputed Amounts3 [-] [4a] $ 4 Stored Material [5] $ Disputed Amounts3 [-] [5a] $ Total Completed and Stored to Date (4+5) Previous Payments [7] $ Previous Retainage [8] $ Total Previous Applications (7+8) Amount This Application (6-9) Less Retainage This Application (5%) Release of Retainage Total Due This Application (10-11+12) Liquidated Damages Completion of Work [14] $ 7 Prevailing Wage [15] $ MBE/WBE Program7 [16] $ Workforce Program7 [17] $ Total Amount Due Contractor (13 - 14 through 17)
$ [2] $ [3] $
-
[6] $
-
Accompanying Documentation:
1, 2, 3, 4, 5, & 6
-
-
[9] [10] [-] [11] [12] [13]
$ $ $ $ $
-
[-] [-] [-] [-] [18]
$ $ $ $ $
-
and any other information as necessary.
NOTE: Initial all figures on this Application and on the Schedule of Values that are changed to correct errors or conform to the amount recommended. Attach explanation of changes that have been made.
CONTRACTOR’s Certification: The undersigned CONTRACTOR certifies that (a) all previous progress payments received from OWNER on account of Work done under this Contract have been applied on account to discharge CONTRACTOR’s legitimate obligations incurred in connection with Work covered by all prior Applications for Payment; (b) at time of payment, title of all Work, materials and equipment incorporated into said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such Lien, security interest or encumbrance); and (c) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective; and (d) all manufactured goods or commodities used or supplied for this Project are in compliance with Kansas City’s Buy America ordinance.
By
Authorized Representative (Print)
Contractor
Signature
Date__________________________ State of County of
) )SS )
Subscribed and Sworn to before me this _____________________ day of _________________________, _____________ . 01290.01 Application My commission expires:for Payment 112911
N t
Contract Central
P bli
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DESIGN PROFESSIONAL’s Recommendation of Payment: In accordance with the Contract Documents, based on on-Site observations and the data comprising this application, the DESIGN PROFESSIONAL recommends to the OWNER that to the best of the DESIGN PROFESSIONAL’s knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the CONTRACTOR is entitled to payment of the Amount above listed in this application.
Name of firm (Print)
DESIGN PROFESSIONAL (Print)
(Signature)
Date:
Construction/Program Manager’s Recommendation of Payment: (if applicable) In accordance with the Contract Documents, based on on-Site observations and the data comprising this application, the Construction/Program Manager recommends to the OWNER that to the best of the Construction/Program Manager's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the CONTRACTOR is entitled to payment of the Amount above listed in this application.
Construction/Program Manager firm (Print)
Authorized Representative (Print)
(Signature)
Date:
City's Representative's Agreement with Recommendation of Payment
City's Representative(print)
(Signature)
(Date)
City's Approval The amount previously recommended is approved for payment.
Director or Designee (Print)
(Signature)
(Date)
1
See General Conditions Article 14.02 A and B If 1st payment, need proof of tax compliance if Contract amount exceeds $127,000.01 and Affirmative Action if exceeds $300,000.00. 3 Schedule of Values–Denote any amounts currently disputed in this application. Attach additional dispute documentation if required. 4 If requesting payment for stored materials, see General Conditions Article 14.02 A.1 2
5
If final payment, current proof of tax compliance if Contract is longer than 1 year and amount exceeds $127,000.01.
6
Per General Conditions Sec. 14.02 attach a copy of the most recent 00485.01 M/WBE Monthly Utilization Report, 00485.02 Project Workforce Monthly Report and 00485.03 Company-Wide Workforce Monthly Report CONTRACTOR has submitted to the
City's Human Relations Division Applicable only if final payment
7
REMINDER: CONTRACTOR is responsible for meeting or exceeding the the D/M/WBE participation amounts in its Contractor Utilization Plan (CUP) as amended by any previously approved Request for Modification/Substitution. Any Change Orders or amendements modifying the amount CONTRACTOR is to be compensated will have correspondingly impacted the amount of compensation due D/M/WBEs for purposes of meeting or exceeding the Bidder/Proposer participation. CONTRACTOR is again reminded to consider the effect of any Change Order or amendment, and to submit a Request for Modification/Substitution if appropriate. Distribution:
Owner
01290.01 ApplicationContractor for Payment 112911
Construction Manager
Project Manager Design Professional
Contract Central
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SCHEDULE OF VALUES HRD APPROVED CUP
Project Number
MBE
WBE
$0.00
Project Title A
B
C
D
E
UNIT PRICE CONTRACTS SPEC SECTION
UNIT ITEM NO.
UNIT
ESTIMATED QUANTITY
DESCRIPTION OF WORK UNIT ITEM DESCRIPTION
$0.00
% F
$ UNIT PRICE
G
H
I
UNITS NO. OF $ TOTAL OR LUMP COMPL UNITS SUM ETE
J
K
$ COMPLETED WORK
$ STORED MATERIAL
L
M
N
$ TOTAL COMPLETED AND STORED TO DATE $ J+K
% J/H
DBE $0.00
% O
% P
TOTALS TO DATE $ MBE
$ WBE
$ DBE
Q
R
% AT $ TOTAL PREVIOUS BOTTO APPLICATIONS M
S $ AMOUNT THIS APPLICATION L-R
P/L O/L N/L
01290.02 Schedule of Values 030911
1
Contract Central
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INSTRUCTIONS FOR COMPLETING KANSAS CITY, MISSOURI CERTIFIED PAYROLL REPORT
GENERAL INSTRUCTIONS: Each space on the attached Certified Payroll Report requiring information is numbered. The numbers below correspond to those spaces. When completing the Certified Payroll Report, insert the required information in each space. The Certified Payroll Report must be complete, clear and legible and be accompanied by a completed Payroll Certification including original signature. All payrolls are to be submitted within two (2) weeks after the ending date of the payroll week. *Note #1: The payroll form is available on computer disk in Microsoft Excel if requested. *Note #2: If the contractor or subcontractor is not a corporation, and its owner performs work on the job site, that owner should insert “owner” after his/her own (employee) name on space 11, and include “owner” in addition to the occupational title/classification on space 26. All other required information except for spaces 18 through 25 and 29 through 38 must be completed. INSTRUCTION FOR PAYROLL SHEETS 1.
PAYROLL NUMBER: Insert the number of the payroll. Payrolls start with number 1 (one) for the first week of work by each contractor or subcontractor. The numbers are then continuous until the last payroll. During weeks when no work takes place a payroll for that week showing no work is to be turned in. Revised payrolls must be designated with a letter “R” following the number. Check (9) the box by the word “FINAL” after the number to indicate that no further work will be done by the contractor or subcontractor.
2.
WEEK ENDING: On each sheet, insert the date of the last day of this payroll.
3.
SHEET OF: On each sheet, insert the number of each sheet and the total number of sheets submitted.
4.
GRANT AGENCY PROJECT NO: Insert the Grant Agency Project Grant Number if this is a grant funded project.
5.
CONTRACTOR: Insert the contractor’s company name and address.
6.
SUBCONTRACTOR: If this is a payroll for a subcontractor, insert subcontractor’s name and address. For the remainder of these instructions, the word “contractor” shall apply to both contractor and subcontractor.
7.
DEPARTMENT PROJECT or CONTRACT NO: Insert Department’s Project or Contract Number.
8.
LOCATION: Insert location of work, including address, and county.
9.
DESCRIPTION: Insert name of the project or contract from the Agreement.
10.
FEDERAL I.D. NUMBER: Insert the contractor’s Federal I.D. Number.
01290.03 Certified Payroll Instructions 040800
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11.
EMPLOYEE NAME: Insert employee’s full legal name and complete home address. Make sure to include Apartment #’s and zip code.
12.
SOCIAL SECURITY NO.: Insert employee’s social security number.
13.
DATE: Insert date for each day of the payroll week for each employee.
14.
REG. HRS.: Insert the regular hours worked each day.
15.
O.T. HRS.: Insert the overtime hours worked each day.
*Note: 14 and 15: Make sure these hours are equal or greater than the hours turned in on the “Daily Labor Force Report” form. Refer to the wage order for applicable overtime schedule. If allowed by occupational title’s applicable overtime rate, Contractor may make a permanent schedule transfer to an eight (8) or ten (10) hour day work week. Advance written notification to and approval from the Owner’s Representative is required. If allowed by the occupational title’s applicable overtime rate, any change in the work week schedule due to inclement weather must be documented on the certified payroll. 16.
TOTAL HRS: Insert total of regular hours worked for the week on this project.
17.
TOTAL HRS: Insert total of overtime hours worked for the week on this project.
18.
TOTAL FRINGE HOURS: Insert total Fringe Hours (by adding the amounts in 16 and 17).
19.
* BASE RATE: Insert basic hourly rate of pay. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for basic hourly rate.
20.
* O.T. RATE: Insert overtime rate of pay. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for the overtime rate.
21.
* FRINGE RATE: Insert fringe benefit rate for this project. Check the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section for the fringe benefit rate.
*Note: The total of the basic hourly rate plus the fringe benefit rate must be equal to or greater than the total of the basic hourly rate plus the fringe benefit rate found in the contract’s “Annual Wage Order” or the “Federal General Wage Decision” section. If the contract contains both of the above, the higher rate will prevail. 22.
TOTAL: Multiply the amounts in 16 by 19 and insert here.
23.
TOTAL: Multiply the amounts in 17 by 20 and insert here.
24.
TOTAL: Multiply the amounts in 18 by 21 and insert here.
25.
Check (9) either approved plan, employee or both indicating the Plan or manner in which the fringe benefit is paid. If fringe benefit is paid to both a Plan and the employee, then insert each amount that is paid to the Plan and/or the employee. If paid to a Plan, list the name(s) of Plan Programs on Payroll Certification page.
*Note: 25a plus 25b must equal 24.
01290.03 Certified Payroll Instructions 040800
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26.
OCCUPATIONAL TITLE/CLASSIFICATION: Insert occupational title/classification of worker for each employee. Examples: Carpenter, laborer, electrician.
27.
GROUP: Insert the group if, applicable for the occupational title/classification. Example: Operating Engineers Group I, II, III, IV or V.
28.
SKILL GROUP: Insert skill group, if applicable. Example: general laborer, skilled laborer, first semi-skilled, second semi-skilled etc. or any of the listings under the federal classification such as painters.
29.
HOURS: Insert total hours worked for all jobs for each employee during each payroll period.
30.
GROSS EARNINGS: Insert employee’s gross earnings for each payroll period.
31-35. 31(FEDERAL), 32(FICA), 33(STATE), 34(LOCAL E-TAX), 35(MISC.) Insert the amount of each deduction from each employee’s check stub under the appropriate heading. 36.
NET PAY: Insert the employee’s net pay for each week.
37.
EARNINGS FOR THIS JOB: Add the amounts in 22, 23 and 25b and insert here.
*Note: If fringe benefit is paid to approved plan do not add the amount in 25a to this total. 38.
KANSAS CITY EARNINGS TAX THIS JOB: Insert Kansas City Earnings tax deducted from employee’s check for this job.
•
Steps 11 through 38 are to be repeated for each employee working on the project site, or for the same employee working any additional Occupational Title/Classification.
01290.03 Certified Payroll Instructions 040800
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CERTIFIED PAYROLL REPORT (Example) Project Number Project Title Payroll Number CONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
WEEK ENDING:
11 EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: 12 OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
HOURS:
29
DATE: REG. HRS. O.T. HRS.
WEEK ALL JOBS:
HOURS:
HOURS:
HOURS:
TUES
WED
THUR
FRI
15
OF
3
SAT
SUN
TOTAL FRINGE HOURS
4 GRANT AGENCY PROJECT NO.: DEPARTMENT PROJECT OR CONTRACT NO.: LOCATION: 8 DESCRIPTION: 9 TOTAL HRS. 16 $ 17 18
BASE RATE
19
27 31
MON
SKILL GROUP: FICA: 32 $
O.T. RATE $
TUES
WED
THUR
LOCAL E-TAX: $
33 FRI
SAT
34 SUN
MISC: 35 $ TOTAL HRS.
NET PAY: $
$
36
$
GROSS EARNINGS: $
GROUP: FEDERAL: $ DATE: REG. HRS. O.T. HRS.
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
MISC: $
O.T. RATE $
SUN
TOTAL HRS.
NET PAY: $
$
FRINGE RATE $ APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
O.T. RATE $
TOTAL FRINGE HOURS
FRINGE RATE $ APPROVED PLAN EMPLOYEE
FRINGE PAID TO: GROSS EARNINGS $
GROUP: FEDERAL: $ DATE: REG. HRS. O.T. HRS.
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
MISC: $ SUN
TOTAL HRS.
NET PAY: $
$
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
O.T. RATE $ FRINGE PAID TO:
GROSS EARNINGS $
01290.04 Certified Payroll Example 040100
GROUP: FEDERAL: $
SKILL GROUP: FICA: $
STATE: $
LOCAL E-TAX: $
1
MISC: $
NET PAY: $
21 APPROVED PLAN EMPLOYEE
25
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
FRINGE RATE
20
28 STATE: $
7
FRINGE PAID TO:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
GROUP: FEDERAL: $
REG. HRS. O.T. HRS.
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
30
DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
13 MON 14
6 SUBCONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER: 10
FRINGE PAID TO:
26 GROSS EARNINGS: $
SHEET
2
5
10
FINAL
1
FRINGE RATE $ APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
TOTAL $ 22 23 $ 24 $ $ a. $ b. 37 $ 38 $
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ TOTAL
TOTAL
TOTAL
TOTAL
Kansas City Contract Central
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CERTIFIED PAYROLL REPORT Project Number Project Title FINAL
Payroll Number WEEK ENDING:
CONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION: WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS: $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS: $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS $
WEEK ALL JOBS:
HOURS:
REG. HRS. O.T. HRS.
GROSS EARNINGS $
01290.05 Certified Payroll Report 8x11 4/1/00
GROUP: FEDERAL: $
TUES
WED
THUR
FRI
SAT
OF
SUN
GRANT AGENCY PROJECT NO.: DEPARTMENT PROJECT OR CONTRACT NO.: LOCATION: DESCRIPTION: TOTAL HRS.
$
BASE RATE
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $ FRI
SAT
FRINGE PAID TO: MISC: $
SUN
TOTAL HRS.
NET PAY: $
$
MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $
$
FRI
SAT
SUN
TOTAL HRS.
NET PAY: $
$
SKILL GROUP: FICA: $ MON
TUES
STATE: $ WED
THUR
LOCAL E-TAX: $
$
FRI
SAT
SUN
TOTAL HRS.
NET PAY: $
$
SKILL GROUP: FICA: $
STATE: $
LOCAL E-TAX: $ 1
NET PAY: $
APPROVED PLAN EMPLOYEE
FRINGE RATE $
O.T. RATE $ FRINGE PAID TO:
MISC: $
$
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
FRINGE RATE
O.T. RATE
FRINGE PAID TO: MISC: $
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS
$
O.T. RATE
FRINGE PAID TO: MISC: $
FRINGE RATE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
BASE RATE
TOTAL FRINGE HOURS SKILL GROUP: FICA: $
O.T. RATE $
TOTAL FRINGE HOURS
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
MON
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
SUBCONTRACTOR: ADDRESS: CITY, STATE ZIP: FEDERAL I.D. NUMBER:
GROUP: FEDERAL: $ DATE:
EMPLOYEE NAME: ADDRESS: CITY, STATE ZIP: SOCIAL SECURITY NO.: OCCUPATIONAL TITLE / CLASSIFICATION:
SHEET
FRINGE RATE $
APPROVED PLAN EMPLOYEE
EARNINGS FOR THIS JOB: KANSAS CITY EARNINGS TAX THIS JOB
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ $
$ $ $ $ $ $ TOTAL
TOTAL
TOTAL
TOTAL
TOTAL
Kansas City Contract Central
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Date I, (Name of Signatory Party)
made to appropriate programs for the benefit of such employees, exceptions noted in 4 (c) below. , (Title)
(b) WHERE BENEFITS ARE PAID IN CASH
do hereby state: (1) That I pay or supervise the payment of the persons employed by (Contractor or subcontractor) on the (Building or work)
: that during the payroll period commencing on the _____ day of _____, 20___, and ending the _____ day of _____, 20___, all said persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said (Contractor or from subcontractor) the full weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Regulations, Part 3 (29 CFR Subtitle A), issued by the Secretary of Labor under the Copeland Act, as amended (48 Stat. 948.63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C. 276c), and described below:
Each laborer or mechanic listed in the above referenced payroll, consisting of _____ pages, has been paid, as indicated on the payroll, in an amount not less than the sum of the basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4 (c) below. (c) EXCEPTIONS EXCEPTION (CRAFT)
EXPLANATION
(2) That any payrolls otherwise required under this contract to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained herein are not less than the applicable wage rates contained in any wage determination incorporated into this contract; that the classifications set forth herein for each laborer or mechanic conform to the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State apprenticeship agency recognized by the Bureau of Apprenticeship and Training, United States Department of Labor, or if no such recognized agency exists in a State, are registered with the Bureau of Apprenticeship and Training, United States Department of Labor. (4) That: (a) WHERE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, consisting of _____ pages, payments of fringe benefits as listed in the contract have been or will be
01290.07 Payroll Certification 043004
REMARKS
NAME AND TITLE
SIGNATURE
The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution. See Section 1001 of Title 18 Section 231 of Title 31 of the United States Code.
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WAGE RATE VERIFICATION QUESTIONNAIRE (CUESTIONARIO VERIFICACION de SALARIO)
Project Number Project Title DATE: (FECHA:)
EMPLOYEE EMPLEADO
SOCIAL SECURITY NUMBER:
NAME: NOMBRE:
SEGURO SOCIAL:
STREET:
HOME PHONE:
CALLE:
TELEFONO:
CITY:
STATE:
CIUDAD:
ESTADO:
ZIP:
EMPLOYER DUENO
COMPANY: COMPANIA:
STREET:
PHONE:
CALLE:
TELEFONO:
CITY:
STATE:
CIUDAD:
ESTADO:
ZIP:
WHAT TYPE OF WORK OR CLASS ARE YOU PERFORMING ON THIS PROJECT: QUE TIPO DE TRABAJO HACES O QUE ES SU CLASIFICACION DE EMPLEO EN ESTE PROYECTO:
DEPARTMENT USE ONLY POSTED WAGE RATE
WHAT IS YOUR RATE OF PAY? CUAL ES SU PAGO POR HORA?
$
$
$
$
$ $______________
$ $
WHAT IS YOUR HOURLY FRINGE BENEFIT RATE? CUAL ES SU PAGO DE BENEFICIOS POR HORA?
TOTAL HOURLY RATE? PAGO TOTAL POR HORA?
FRINGE BENEFITS PAID TO: APPROVED PLAN BENEFICIOS ESTAN PAGADOS A:
UN PROGRAM APPROVADO POR EL ESTADO DE MISSOURI:
CASH TO EMPLOYEE:
$______________
O TE PAGAN LOS BENEFICIOS DIRECTAMENTE:
I CERTIFY THAT ALL THE INFORMATION PROVIDED IN THIS QUESTIONAIRE IS TRUE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. YO CERTIFICO QUE TODA LA INFORMACION EN ESTE CUESTIONARIO ES VERDADERA Y COMPLETA CON EL MEJOR DE MIS CONOSIMIENTOS
SIGNED:
DATE:
FIRMA:
FECHA:
01290.08 Wage Rate Verification Interview 062000
1
Kansas City Contract Centralk
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UNICAMENTE PARA WAGE RATE VERIFICATION QUESTIONNAIRE DATE: __________________________________ PROJECT NUMBER: FEDERAL GRANT AIP NUMBER: PROJECT TITLE: LOCATION:
COUNTY:
WAS PAYROLL CHECK STUB INFORMATION CHECKED? YES
NO
PAYROLL CHECK DATE: DOES HOURLY RATE STATED COMPLY WITH PREVAILING WAGE DETERMINATION? YES NO DOES HOURLY FRINGE BENEFIT RATE COMPLY WITH PREVAILING WAGE DETERMINATION? YES NO WHICH PREVAILING WAGE DETERMINATION WAS USED? STATE FEDERAL WAGE RATE DISCREPANCIES NOTED:
DATE DISCREPANCIES TRANSMITTED TO THE DEPARTMENT OF LABOR STANDARDS:
SIGNED:
DATE:
TITLE:
01290.08 Wage Rate Verification Interview 062000
2
Kansas City Contract Centralk
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SUBCONTRACTORS AND MAJOR MATERIAL SUPPLIERS LIST Project Number From Contractor
Spec. No.
Section Title
4
Project Title To
Firm, Address (Check box if Supplier)
Date
Phone, FAX and e-mail
Contact
Attachments: Signed by:
Distribution:
Date
Owner Contractor Construction Manager Design Professional Consultant Other
01290.09 Subcontractors and Major Material Suppliers List 0408/00
Kansas
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DAILY LABOR FORCE REPORT Day
Project Number Project Title Contractor Subcontractor
Date
Weather: (Indicate if weather prevented work and why)
Shift: (circle)
5–8 hr Days
4–10 hr Days
Other
* This report MUST be completed and turned in for EACH DAY until FINAL COMPLETION. Worker’s Full Legal Name
Occupational Title or Classification Group & Skill
Hours Worked & Time (i.e. 10AM – 4PM)
I CERTIFY THAT ALL OF THE INFORMATION PROVIDED ABOVE IS TRUE AND COMPLETE. Contractor/Subcontractor Representative: Complete Name: (print)
Signature:
Title: (print)
Page ____ of ____
Distribution: Contractor Subcontractor Other
01290.11 Daily Labor Force Report 061505
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CERTIFICATE OF SUBSTANTIAL COMPLETION Project Number Project Title
CONTRACT FOR: CONTRACTOR: DATE OF ISSUANCE: PROJECT OR DESIGNATED PORTION SHALL INCLUDE: The Work performed under this Contract has been reviewed and found, to the Design Professional’s and/or Construction Manager’s best knowledge, information and belief, to be substantially complete. Substantial Completion is the state in the progress of the Work when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of Project or portion thereof which is also the date designated above is hereby established as of commencement of applicable warranties required by the Contract Documents, except as stated below:
A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. CONSTRUCTION MANAGER
BY
DATE
DESIGN PROFESSIONAL
BY
DATE
The Contractor will complete or correct the Work on the list of items attached hereto within days from the above date of Substantial Completion. CONSTRUCTION MANAGER
BY
DATE
DESIGN PROFESSIONAL
BY
DATE
The Owner accepts the Work or designated portion thereof as substantially complete and will assume full (time) on (date). possession thereof at OWNER’S REPRESENTATIVE Distribution:
BY
DATE
Owner Contractor Construction Manager Design Professional Consultant Other
01290.12 Certificate of Substantial Completion 040800
Contract Central
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PUNCH LIST Project Number Project Title CONTRACTOR From
Site Visit Date
The following items require the attention of the CONTRACTOR for completion or correction. This list may not be all-inclusive, and the failure to include any items on this list does not alter the responsibility of the CONTRACTOR to complete all Work in accordance with the Contract Documents. Item No.
Location (Area)
Description
Correction/ Completion Date
Verification Check
Attachments
Signed by:
Date:
DESIGN PROFESSIONAL (Firm/In House) Distribution:
OWNER CONTRACTOR DESIGN PROFESSIONAL Consultant Other
01290.13 Punch List 051002
Contract Central
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CONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Project Number Project Title
) )SS )
STATE OF COUNTY OF
of lawful
The Undersigned, (Name)
age, being first duly sworn, states under oath as follows: 1.
of
I am the
who is the general
(Title)
(CONTRACTOR)
CONTRACTOR for the OWNER on Project No.
and Project Title
.
2.
All payrolls, material bills, use of equipment and other indebtedness connected with the Work for this Project have been paid and all Claims of whatever nature have been satisfied, as required by the Contract.
3
(9)
Prevailing wage does not apply; or
All provisions and requirements set forth in Chapter 290, Section 290.210 through and including (9) 290.340, Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with these provisions and requirements and the Annual Wage Order contained in the Contract in carrying out the Contract and Work. CONTRACTOR has fully complied with the requirements of the prevailing wage law as required in the Contract and has attached affidavits from all Subcontractors on this Project, regardless of tier, affirming compliance with the prevailing wage law as stipulated in the Contract. 4.
I hereby certify that (a) at project completion and pursuant to contractor’s final request for payment, contractor achieved (______%) Minority Business Enterprise (MBE) participation and (_____%) Women Business Enterprise (WBE) participation on this contract, and (b) listed herein are the names of all certified M/WBE subcontractors, regardless of tier, with whom I, or my subcontractors contracted.
1.
Name of MBE/WBE Firm ______________________________________________ Address _____________________________________________________________ _____________________________________________________________ Telephone Number (_______) __________________________________________ IRS Number _________________________________________________________ Area/Scope*of Work __________________________________________________ Subcontract Final Amount ______________________________________________
2.
Name of MBE/WBE Firm _____________________________________________ Address _____________________________________________________________ _____________________________________________________________ Telephone Number (_______) ___________________________________________ IRS Number _________________________________________________________ Area/Scope*of Work___________________________________________________ Subcontract Final Amount ______________________________________________
01290.14 Contractor Affidavit for Final Payment 063009
1 of 2
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List additional subcontractors, if any, on a similar form and attach to the bid. Supplier** Final Amount: ___________________________________ *Reference to specification sections or bid item number. (9) (9) (9)
Met or exceeded the Contract utilization goals; or Failed to meet the Contract utilization goals (attach waiver, substitution or modification); or No goals applied to this Project.
5.
CONTRACTOR certifies that each Subcontractor has received full payment for its respective work in connection with the Contract.
6.
If applicable, I hereby certify that (a) at project completion and pursuant to contractor’s final request for payment, contractor achieved, company-wide, at least ten percent (10%) minority workforce participation and two percent (2%) women workforce participation and (2) a true and accurate copy of my final project workforce monthly report (HRD Form 00485.02 and final company-wide workforce monthly report (HRD Form 00485.03) are attached. NOTE: This paragraph is only applicable if you completed a construction
contract that was estimated by the City, prior to solicitation, as requiring more than 800 construction labor hours and costing in excess of $324,000.01. If applicable you MUST attach copies of your final monthly workforce reports. 7. This affidavit is made in behalf of the CONTRACTOR for the purpose of securing from Kansas City, Missouri, the certification of completion of the Project and receiving payment therefore. 8. If the Contract amount exceeded $123,500.01, CONTRACTOR has submitted proof of compliance with the City tax ordinances administered by the City’s Commissioner of Revenue and has on file proof of tax compliance from all Subcontractors. If the Contract term exceeded one (1) year, CONTRACTOR has provided proof of compliance with the City tax ordinances administered by the City’s Commissioner of Revenue prior to receiving final payment and has on file proof of tax compliance from all Subcontractors prior to the Subcontractor receiving final payment from CONTRACTOR. CONTRACTOR By (Authorized Signature)
Title On this
day of
,
, before me
, to me personally known to be the
appeared of the
,
and who executed the foregoing instrument and acknowledged that (s)he executed the same on behalf of as its free act and deed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal on the day and year first above written. My commission expires:
Notary Public
01290.14 Contractor Affidavit for Final Payment 063009
2 of 2
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SUBCONTRACTOR AFFIDAVIT FOR FINAL PAYMENT Project Number Project Title
STATE OF MISSOURI
) ) ss:
COUNTY OF ______________ ) After being duly sworn the person whose name and signature appears below hereby states under penalty of perjury that: 1. I am the duly authorized officer of the business indicated below (hereinafter Subcontractor) and I make this affidavit on behalf of Subcontractor in accordance with the requirements set forth in Section 290.290, RSMo. Subcontractor has completed all of the Work required under the terms and conditions of a subcontract as follows: Subcontract with: __________________________________________________________________, Contractor Work Performed: ____________________________________________________________________________ Total Dollar Amount of Subcontract and all Change Orders: $_________________________________________ City Certified MBE WBE DBE NA List certifications: ____________________________________________________________________________ 2. Subcontractor fully complied with the provisions and requirements of the Missouri Prevailing Wage Law set forth in Sections 290.210, RSMo through 290.340, RSMo. Subcontractor’s Legal Name and Address
Business Entity Type: (___) Missouri Corporation (___) Foreign Corporation (___) Fictitious Name Corporation (___) Sole Proprietor (___) Limited Liability Company (___) Partnership (___) Joint Venture (___) Other (Specify)
___________________________________________ ___________________________________________ Phone No. __________________________________ Fax: ______________________________________ E:mail:_____________________________________ Federal ID No._______________________________
I hereby certify that I have the authority to execute this affidavit on behalf of Subcontractor. By: ______________________________________ (Signature) _______________________________________ (Title) NOTARY
__________________________________________ (Print Name) __________________________________________ (Date)
Subscribed and sworn to before me this _____ day of ________________________, 20______. My Commission Expires:______________________
By_____________________________
__________________________________________ Print Name
_______________________________ Title
01290.15 Subcontractor Affidavit for Final Payment 020408
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01300-1
CONSTRUCTION SCHEDULE Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A.
General: After being awarded the contract, the Contractor shall immediately prepare complete construction schedules consisting of all streets in the contract to be cold milled and/or paved. The schedules shall utilize only the numbering assigned by the CITY and list in sequence the order in which each street will be milled and/or paved. In addition, weekly schedules shall be provided to the Engineer detailing the paving and milling for that week. Weekly schedules shall be provided no later than noon the proceeding Friday.
B.
Contractor’s Paving and Cold Milling Schedule: No Contractor shall begin work until said schedule, in its entirety, has been submitted to the Construction Engineer and reviewed. No resurfacing work shall commence until all KCMO planned curb and signal construction is complete. The CONTRACTOR’s schedule shall complete all streets that require pavement marking such that hot applied thermoplastic can be used. All uncompleted streets that require pavement marking with traffic paint will be at the CONTRACTOR’s expense. STREETS SHALL NOT BE CONSIDERED COMPLETE UNTIL HOT APPLIED THERMOPLASTIC IS INSTALLED AND APPROVED BY THE CITY
C.
Cold Milling and Paving Time Frame: When both cold milling and paving is planned on a street, the contractor shall pave the street within five (5) calendar days after start of the cold milling. If paving is delayed more than 10 calendar days after the cold milling has begun, a penalty will be charged at a rate of one-hundred ($100) per day per street, from the 5th day commencing. •
D.
If a delay in paving a street is caused by weather or other factors not in the contractors control, the penalty will not begin until the weather or other factors have made it possible for paving.
Contract Plans: There are no plans for this work. The following list of streets shows the approximate square yards. Any additional work shall be determined in the field.
01300 Construction Schedule
01300-1
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01300-2
2012 Contract Streets No.
Street
From
To
1 2
Prospect Ave Paseo
39 St th 39 St
51 St st 51 St
st
Paving SQ 42593 64179
3
E Emanuel Cleaver II Blvd
Benton Blvd
Paseo
42053
4
Benton Blvd
Emanuel Cleaver II Blvd
Blue Pkwy
8206
Don’t pave bridge
5
E 43 St
15435
Don’t pave bridge
6
th
Prospect Ave Prospect Ave
rd
Troost Ave
E 39 St
th
Troost Ave
7
Swope Pkwy
Volker Blvd/Paseo
8
51 St
st
Troost Ave
01300 Construction Schedule
st
51 St
Swope Pkwy Total Sq. Yd's.
23731 79669 24376 300242
01300-2
Comments C.L. concrete S/O Swope Pkwy Poss. Wedging at Cleaver Blvd Don’t pave good concrete at BRW, Mill thru Prospect, Poss. Wedge Paseo Intersection, C.L. cut from Prospect to Woodland, Reverse crown at Woodland
Partial Mill E/O of BRW, No mill concrete W/O BRW, Don’t pave bridge Some possible full depth repair, C.L. cut concrete Don’t pave bridge, Replace speed humps
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DAILY FIELD OBSERVATION REPORT Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number Weather Clear Snow Overcast Foggy Rain Cold
Date
Site Conditions Warm Clear Dusty Hot Muddy Temperature Range
Time Day Monday Thursday Tuesday Friday Wednesday
Persons Contacted:
Work Observed:
Items Discussed:
Materials Delivered:
Requested Revisions or Interpretations:
Nonconforming Work Reported This Date To Contractor:
Remarks:
Attachments
Signed by: Distribution:
Date: Owner Contractor Construction Manager Design Professional Consultant Other
01320.01 Daily Field Observation Report 040800
Contract Central
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PERIODIC FIELD OBSERVATION REPORT Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number Weather Clear Snow Overcast Foggy Rain Cold
Date
Site Conditions Warm Clear Dusty Hot Muddy Temperature Range
Time Day Monday Thursday Tuesday Friday Wednesday
Persons Contacted:
Work Observed:
Items Discussed:
Remarks:
Attachments
Signed by: Distribution:
Date: Owner Contractor Construction Manager Design Professional Consultant Other
01320.02 Periodic Field Observation Report 040800
Contract Central
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WEEKLY REPORT OF WORKING DAYS Project Number 89020190 Project Title GIZ Street Preservation Contractor Report Number DATE:
WORKING DAY
TOTAL THIS WEEK
Week Ending: REMARKS
PREVIOUSLY
TOTAL TO DATE
WORKING DAYS IN CONTRACT
Signed by OWNER’S REPRESENTATIVE
Date:
Signed by CONTRACTOR
Date:
Distribution:
REMAINING OR OVERTIME
OWNER CONTRACTOR Construction Manager Design Professional Consultant Other
01320.03 Weekly Report of Working Days 040800
Contract Central
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SUBMITTAL PROCEDURES Project Number 89020190 Project Title GIZ Street Preservation
A.
General: This section supplements the requirements of General Condition 6.16. These procedures shall apply to all types of submittals including shop drawings, samples, and material certifications, and supporting documentation. CONTRACTOR shall provide to the Engineer no less than six (6) copies of all shop drawings and material certifications. If the CONTRACTOR requires more than three (3) copies of “approved” submittals to be returned, additional copies shall be included with the original submittal. All additional copies will be returned to the CONTRACTOR. Review action by the Engineer will be distributed as shown: Action by Engineer Approved Approved if Corrected as noted Correct & Re-Submit Not Approved
Retained 3 3
Returned to Contractor 3 3
Number Required For Re-Submittal 0 0
1 1
5 5
6 6
“Approved if corrected as noted” will be used only for very minor corrections and obvious typos. Engineer will reject all submittals not properly stamped or annotated with CONTRACTOR’S approval. Engineer may reject submittals of marginal legibility. Portions of the Work requiring a shop drawing, sample, or material certification shall not begin until the Engineer has approved the Shop drawing, sample, or certification. A copy of all approved submittals shall be kept in good order by the Contractor at the site and shall be available to the Engineer. The approval of any shop drawing which substantially deviates from the requirements of the contract must be evidenced by a Change Order. B.
No separate payment will be made for “Shop Drawings and Material Payment: Submittals.” All costs pertaining thereto shall be included in the contract unit prices for other items listed in section 00412 – Unit Prices.
01330 Submittal Procedures 042010
01330-1
Public Works Department
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TRANSMITTAL LETTER Project Number 89020190 Project Title GIZ Street Preservation
Date Re:
TO:
ATTN:
We are sending you Shop Drawings Copy of Letter Copies
Attached Prints Change Order Date
Under separate cover via Drawings Samples
No.
the following items: Specifications
Description
These are transmitted as checked below: For Approval For Your Use As Requested For Review and Comment
Approved as Submitted Approved as Noted Returned for Corrections
Resubmit Submit Return
Copies for Approval Copies for Distribution Corrected Prints
Remarks:
By:
Distribution:
Owner Contractor Construction Manager Design Professional Consultant
Other
01330.01 Letter of Transmittal 040100
Contract Central
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01410-1
REGULATORY REQUIREMENTS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing A. Standards, Specifications and Design Criteria As authorized and directed by City Code, the Director of Public Works has approved and adopted Standard Specifications and Drawings, the latest modification of which shall govern the construction Work. Many Kansas City standards and design criteria of the Metropolitan Chapter of the American Public Works Association have been adopted by the City, and others have been adopted with modifications. Current KCMO Standard Drawings and Supplements are available for download at www.kcmo.org/pubworks.nsf/web/pwestandards; however, the documents made available electronically do not form a part of the Contract. 1. Project-specific construction documents, including all Contract Drawings and Specifications (Project Manual) will be available online at the Kansas City, Missouri Plan Room, www.kcmoplanroom.org. Any document or plan may be viewed or downloaded from this location. 2. The Kansas City Metro Chapter, American Public Works Association Standard Specifications and Design Criteria are available online at www.kcapwa.net. B. Standard Drawings and Specifications 1. The most recently adopted standards include the following: Kansas City, Missouri Public Works Recently Adopted Standards DOCUMENT NUMBER 2100 2100 5100
SOURCE APWA 8/13/03 KCMO APWA 8/13/06
TITLE
DATE ADOPTED
EFFECTIVE DATE
Grading and Site Preparation
1/5/04
10/9/06
Supplement No. 1
7/24/06
10/9/06
Erosion and Sediment Control
1/5/04
10/9/06
5600
APWA 2/15/06
Storm Drainage Systems and Facilities
1/6/04
10/6/06
5600
KCMO
Supplement No. 1
7/24/06
10/9/06
BMP
APWA 11/13/03
Storm Drainage BMP Manual
9/6/05
10/9/06
2200 2500 2700 5500 MH-S
KCMO KCMO KCMO KCMO KCMO
Supplement No. 6 Supplement No. 6 Supplement No. 2 Supplement No. 3 Manhole Step
7/18/06 7/18/06 7/18/09 7/18/06 7/18/06
MH-RC
KCMO
Manhole Ring & Cover
7/18/06
SR-1
KCMO
Street Cut Restoration
8/24/06
8/1/06 8/1/06 8/1/06 8/1/06 8/1/06 8/1/06 Exception 9/1/06
01410 Regulatory Requirements 021904
01410-1
REMARKS
Related info at www.kcapwa.net/s pecifications.asp Related info at www.kcapwa.net/s pecifications.asp
Resolution Resolution Resolution
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01410-2 2. The current standard drawings, specifications, and KCMO Supplements adopted by the Director of Public Works are listed in the following pages.
DRAWING NUMBER AS-1
SOURCE KCMO
B-KC
KCMO
BCI(-S)(-SD) C
KCMO KCMO
CI-1
KCMO
CI-2 CI-3 CL
KCMO KCMO KCMO
D-1
KCMO
D-2
KCMO
D-3 D-US
KCMO KCMO APWA 04/17/96 APWA 04/17/96 APWA 04/17/96
FI-1 FI-1(M) GI-1
Kansas City, Missouri Public Works Standard Drawings DATE LATEST TITLE ADOPTED REVISION Typical Alley Standard 12/09/86 12/09/86 Kansas City Concrete Barrier, Type A & B Brick Curb Inlet Curbs Curb Inlet - Type I Curb Inlet – Type II Curb Inlet (Precast Details) City Logo Driveway Entrances, Types I and II Driveway Entrances, Types III & VI Driveway, Design, & Location Driveway, Unimproved Streets
10/10/86
10/10/86
11/06/70 12/22/88
09/17/82 10/01/05
06/26/96
07/14/03
Resolution
06/26/03 09/25/91 02/10/94
07/14/03
Resolution
07/14/94
10/01/05
Resolution
07/14/94
10/01/05
Resolution
05/27/98
07/01/98
Field Inlet Details (Metric)
05/27/98
07/01/98
Grate Inlet Details
05/27/98
07/01/98
Grate Inlet Details (Metric)
05/27/98
07/01/98
06/26/74
06/26/74
05/31/89 05/31/89
05/31/89 05/31/89
Junction Box Details
05/27/98
07/01/98
Junction Box Details (Metric)
05/27/98
07/01/98
Long Radius Curb Returns
07/17/97
Manhole Details
05/27/98
07/01/98
Manhole Details (Metric)
05/27/98
07/01/98
Manhole-Brick 4’ or 5’ Diameter Manhole Details Manhole-Cast in Place 4’ or 5’ Diameter Developed Base Manhole, Precast Concrete, 4’ or 5’ Dia. Manhole-Outside Drop Use with any Standard Manhole
08/23/71 12/03/96
09/19/75
01/19/71
09/19/75
07/30/91
08/19/82
01/17/68
09/19/75
GI-1(M)
APWA
GR-1
KCMO
I-1 J-1
MH-B MH-D(M)
KCMO KCMO APWA 04/17/96 APWA 04/17/96 KCMO APWA 04/17/96 APWA 04/17/96 KCMO KCMO
MH-CP
KCMO
MH-DB
KCMO
MH-OD
KCMO
MH-RC
KCMO
Manhole Ring & Cover
07/18/06
MH-S
KCMO
07/18/06
PB-2
KCMO
01/03/79
04/09/84
P-C P-E PS-4
KCMO KCMO KCMO
03/22/06 03/22/06 01/06/97
04/01/06 04/01/06 09/30/71
PS-5A(5B)(5C)
KCMO
PS-6
KCMO
Manhole Step Pipe Bedding and Cradle for Sanitary Sewer Pipe Pipe Collar Pipe Encasement Project Sign Project Sign: PS-5(A), PS-5(B), PS-5(C) Sales Tax Sign Mounting Detail
08/01/06 Alternate 08/01/06
JB-1 JB-1(M) LRCR MH-1 MH-1(M)
01410 Regulatory Requirements 021904
01410-2
Resolution
02/01/01 01/19/90
Field Inlet Details
Formed Steel Beam and Post for Guardrail PC Concrete Intersection PC Concrete Pavement Joints
REMARKS
03/25/85 10/08/86
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Resolution Resolution
Resolution Resolution
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01410-3 PS-7 RRC-1 RRC-2 S-RC SL SL-1 SL-2 SL-2A SL-3 SMB SMB(M) SR-1 ST-L2 ST-PS ST-1 ST-1(M) ST-2 ST-2(M) ST-BL Street Plate SW-1 SW-205 SW-305 SW-405 SW-NOTES SW-ADA
SPECIFICATION NUMBER 2000 2100 2200 2300 2400 2500 2600 2700 2800
KCMO KCMO KCMO KCMO KCMO APWA APWA APWA APWA APWA 04/17/96 APWA 04/17/96 KCMO KCMO KCMO APWA 04/17/96 APWA 04/17/96 APWA 04/17/96 APWA 04/17/96 KCMO 08/15/02 KCMO 03/06/06 APWA 12/18/02 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05 KCMO 10/01/05
Construction Site Signage Railroad Crossing Timber Railroad Crossing Non-Timber Panel Steps Reinforced Concrete Standard Legend Street Lighting Feed Point, Type A Street Lighting Feed Point, Type B Street Lighting Feed Point, Type B Street Lighting-Miscellaneous Details
05/27/04 09/01/81
05/17/77 05/16/83 03/05/68 05/10/68 12/15/82 12/15/82 11/18/87 12/15/82
Survey Monument Box
05/27/98
07/01/98
Survey Monument Box (Metric)
05/27/98
07/01/98
Street Cut Restoration Local Street-Phase I Private Street
08/24/06 05/18/83 03/21/83
09/01/06
Figure in APWA Section 5200 Figure in APWA Section 5200(M) Resolution
Street Section Details
05/27/98
Street Section Details (Metric)
05/27/98
Street Section Details
05/27/98
Street Section Details (Metric)
05/27/98
Supplement 07/01/98 Supplement 07/01/98 Supplement 07/01/98 Supplement 07/01/98
Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement Modified By KCMO Supplement
Bike Lane Sections
11/03/03
01/01/04
Ordinance 011288
Street Plate Details
03/06/06
04/01/06
Resolution
Sidewalk Ramp Details
11/03/03
01/01/04
Sidewalk Ramp Details 2
10/01/05
Resolution
Sidewalk Ramp Details 3
10/01/05
Resolution
Sidewalk Ramp Details 4
10/01/05
Resolution
Sidewalk Ramp Notes
10/01/05
Resolution
Sidewalk Ramp ADA Details
10/01/05
Resolution
Kansas City, Missouri Public Works Design Criteria and Construction Specifications DATE LATEST SOURCE TITLE ADOPTED REVISION REMARKS APWA General 10/21/81 Supplemented by KCMO APWA Grading and Site Preparation 10/21/81 08/13/03 2100 Supplemented by KCMO APWA Paving 05/23/01 01/01/04 2200 Supplemented by KCMO APWA Incidental Construction 12/18/02 01/01/04 2300 Supplemented by KCMO APWA Seeding and Sodding 10/21/81 01/01/90 2400 07/01/98 Supplemented by KCMO APWA Sanitary Sewers 12/16/92 01/01/04 2500 Supplemented by KCMO APWA Storm Sewers 04/17/96 04/10/00 2600 Supplemented by KCMO APWA Structures 11/16/88 02/09/04 2700 Supplemented by KCMO APWA Street Lights 12/15/82 05/01/01 2800
01410 Regulatory Requirements 021904
01410-3
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01410-4 5200
APWA
Street Design Criteria
04/17/96
07/01/98
5200(M)
APWA
Street Design Criteria (Metrics)
04/17/96
07/01/98
5500
APWA
Sanitary Sewers and Appurtenances
04/17/96
09/01/98
5600
APWA
Storm Sewer Design
03/21/90
02/15/06
5700
APWA
Structures
12/17/86
01/01/04
5800
APWA
Street Lighting
12/15/82
05/01/01
020117
KCMO
850801
KCMO
890524
KCMO
Kansas City, Missouri Policies DATE TITLE ADOPTED Plan Presentation Criteria and 07/01/88 Procedure Storm Water Management Plan 06/17/02 Criteria for Condemnation of Sidewalk, 12/16/85 Driveways & Curbs Guidelines for Guardrail Use 08/01/89
KCMO
Guidelines for Fencing of Improved Open Channels
POLICY NUMBER
SOURCE KCMO
900639 950769
KCMO
81783
KCMO
880544
KCMO
890332
KCMO
890721
KCMO
SP-1
Mo DNR
1000
KCMO
800576
KCMO
930418
KCMO
950768
KCMO
940108
KCMO
10/08/90
Guidelines on Special MH Ring and Cover Requirements Replacement of Sidewalks That Have Been Cut As-Built Drawings for Sewers Built by Permit Policy for Portland Cement Concrete Intersections Street Lighting
01410 Regulatory Requirements 021904
REMARKS
03/30/93 06/10/02
Development Services
Includes Maintenance and Repair Policy
11/29/95 12/01/67 07/11/88 06/01/89 11/22/89
Missouri DNR Standards of Practice No.1 General Provisions and Covenants Private Building Sewer Lines in Public Right of Way Policy for PVC Pipe Wall Thickness Policy for Inspection and Construction of Manholes Erosion and Sediment Control Specifications
LATEST REVISION
Supplemented by KCMO 5200 Supplemented by KCMO 5200 Supplemented by KCMO 5500 Supplemented by KCMO 5600 Supplemented by KCMO 5700 Supplemented by KCMO 5800
06/25/87 08/19/75
Requires Contractor to furnish As-Builts Associated with Drawing I-1 Replaced Previous 880393 Available from the State Surveyor Being Revised
12/10/80 08/09/93 11/29/95 03/18/94
01410-4
Approved by Mo DNR November 23, 1992
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01540-1
GUIDELINES FOR OPEN EXCAVATIONS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
Required excavations shall be restored to the level of the adjacent surfaces as soon as practicable. Unsupervised open excavations on public properties are discouraged at all times. Every person who for any purpose makes or causes to be made any excavation in, upon, under, through or adjoining any street, sidewalk, alley, park, boulevard, parkway or any other public properties, and shall leave any part or portion thereof open shall provide effective protection to the public. All excavations in roadways shall be protected and secured in compliance with existing federal, state and local codes and standards, including, but not limited to the most current edition of the Manual of Uniform Traffic Control Devices. All unsupervised excavations not within roadways shall be protected and secured. A protective cover over an excavation shall be installed so that it can sustain the weight of any persons and/or objects placed upon it. The cover shall be fixed to the ground so it cannot be moved. Protective covers shall have no opening(s) or protuberance(s) of sufficient size to cause a fall and/or injury. Advance warning devices shall be installed as necessary. Any excavation that is not covered shall be fenced in such a way that it surrounds that entire area under excavations so as to prevent entry by any persons. The fencing shall be a minimum of 42" in height. The fence shall be constructed in such a manner that it is adequately secured and will remain upright at all times under normal site conditions. All protective coverings and/or fences on excavations shall be inspected at least daily to assure integrity. Protective coverings and/or fences in heavily traveled areas shall be inspected more often as necessary. All necessary and applicable permits shall be secured for any work contemplated on public properties before commencing any activity. In all instances the applicant agrees to perform all work in accordance with the permit and to indemnify and hold harmless the City from all liability, judgements, costs, expenses and claims growing out of damages or alleged damages, of any nature to any person to property arising out of performance or non-performance of said work or the existence of facilities and/or appurtenances thereof, and no additional compensation shall be made.
01540 Guidelines for Open Excavations
01540-1
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01567-1
POLLUTION CONTROL Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
General Requirements: No open burning will be permitted. All activity associated with the project, including equipment cleaning and maintenance, shall be conducted in a workmanlike manner that prevents millings or other construction debris, sediment, asphalt emulsion, or any other material from entering the sewer system. The CONTRACTOR shall have sand bags, straw bales, wrapped perforated pipe, or other apparatus specifically manufactured and marketed for said use on the job site before work starts for use as requested by the Engineer.
01567 Pollution Control
01567-1
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01570-1
TRAFFIC REGULATIONS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. General Requirements: 1. The CONTRACTOR must obtain a traffic control permit at least 14 days in advance of the proposed beginning date in order to allow sufficient time for public notification. 2. The CONTRACTOR shall take any and all proper precautions to guard against injury to persons or damage to property until final acceptance of the work by the Director of Public Works. These precautions should include, but not be limited to, protection of vehicular and pedestrian traffic from injury or damage due to open excavations by the proper placement of appropriate safety devices. The CONTRACTOR shall maintain safety devices and their proper placement throughout the needed period. Construction practices should be followed that will eliminate all safety hazards as quickly as possible or practicable. 3. The CONTRACTOR shall provide all barricades, cones, drums, construction warning signs, flagmen and incidental devices to protect, warn, and guide vehicular and pedestrian traffic, and to protect his personnel and equipment on the job site. During all phases of construction, the CONTRACTOR shall display the required signs. Any traffic control device not in use shall be covered, removed or turned away from view of oncoming traffic. Whenever the work area changes, all construction warning signs, regulatory signs, and traffic channelization devices shall be made current in both legend and function. 4. All traffic control work zones and devices shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" 2009 Edition, and its most current revisions. No substitutions for the devices required by the above referenced manual or changes in the methods of traffic control as outlined herein will be allowed without the approval of the Engineer. 5. The CONTRACTOR's representative on this project will make daily inspections of the traffic control devices installed as part of this contract and maintain records of any maintenance required and the date on which it was completed. These records will be maintained for the duration of the project and be incorporated as part of the final records. It shall be the CONTRACTOR's responsibility to maintain all traffic control devices in proper working condition and placement at all times. The CONTRACTOR shall promptly correct any deficiencies in traffic control.
01570 Traffic Regulations
01570-1
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01570-2
6. The CONTRACTOR will be required at the time of the preconstruction conference to designate a specific employee to be responsible for the maintenance of the traffic control devices and establish a method of contacting this person during both working and nonworking hours. This information will be provided to the resident engineer, and to the Kansas City, Missouri Public Works - Streets and Traffic Division. The CONTRACTOR may, at his option, establish a maintenance agreement with a qualified firm, approved by the City, to supply, install, and maintain the required traffic control devices throughout the duration of this project. 7. Damage to existing utilities during construction of this project which would required immediate repair may be considered as an "emergency", and as such may not be subject to all of the restrictions contained herein. Therefore, the CONTRACTOR should immediately contact the utility company whose facilities are involved and the Streets and Traffic Division whenever any utilities are damaged which may require immediate repair. Such repair work, once declared an "emergency" by the utility company or by the Streets and Traffic Division, shall be pursued on a continuous (24 hours per day) basis until complete or advanced to such a point that use of the roadway can be returned to normal operation and any subsequent repairs can be completed during regular working hours. However, the Streets and Traffic Division reserves the right to determine which utility work will be considered an "emergency". Any costs incurred by the CONTRACTOR for such "emergency" utility repair, including the cost of any additional traffic control that may be required, will be the CONTRACTOR's sole responsibility. 8. Streets and Traffic Division reserves the right to make adjustments or revisions in traffic handling requirements that may become necessary after construction on the project has started. These changes will be determined on the basis of periodic inspections throughout the duration of the project. Notice of such change will be transmitted to the CONTRACTOR and it will be his responsibility to make the necessary changes as soon as practicable after receipt of the notification. 9. If the CONTRACTOR encounters conditions that would require a change in method of traffic control the CONTRACTOR shall immediately notify the inspector. At least 48 hours before the start of the proposed change, the inspector will request approval of the change in method of maintaining traffic from the Street and Traffic Division (513-2670, 8 a.m. to 5 p.m., Monday through Friday). Upon approval the CONTRACTOR shall obtain a revised street closure permit from Streets and Traffic Division. The CONTRACTOR shall not proceed with the change without the approval of the Street and Traffic Division. 10. The CONTRACTOR shall be required to maintain access to all properties served by streets affected by the construction work, unless otherwise stated in the Specific Requirements of this Project Manual. 11. The Engineer or his representative shall have the sole authority in determining the CONTRACTOR’s compliance with Article XI of Chapter 70 of the City Code of Ordinances – Vehicle weight, size, and load. If it is determined that the CONTRACTOR is noncompliant, the Engineer or his representative may suspend work
01570 Traffic Regulations
01570-2
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01570-3
until the CONTRACTOR attains compliance. This may include, but not be limited to, CONTRACTOR submittal of weigh tickets before operations are resumed. 12. Early coordination with the railroad company should occur before work starts. All costs associated with railroad crossing traffic control/inspection is the responsibility of the CONTRATOR. B. Emergency No Parking Signs: 1. When it is necessary to eliminate parking on a part of a street to facilitate construction work, the CONTRACTOR shall, subject to the approval of the Streets and Traffic Division, post "EMERGENCY NO PARKING, 7 a.m. to 6 p.m." signs on the side of the street where parking is to be eliminated. The signage shall consist of R7-2; R7-201; R7201A as depicted in this section. MUTCD No Parking language and the signage must be on aluminum or plywood panels. Paper or cardboard signs will not be allowed. These signs must be installed a minimum of 18 hours and a maximum of 48 hours in advance of the time the CONTRACTOR plans to begin work. The CONTRACTOR must contact the inspector as soon as the signs are installed. The notification to the inspector must be made by 12:00 pm, so proper installations of the signs can be verified, and enforcement can be effective the following day. When Emergency No Parking signs are to be installed before holidays, or for Saturday, Sunday, or Monday work, the notification must be given no later than 12:00 pm on the preceding Friday, or as directed by the Engineer. 2. The signs are to be installed on either steel posts or existing utility poles at a height of five (5) feet to the bottom of the sign. The signs are to be installed at the beginning and end of each block and at 150-feet maximum intervals in between. If there are existing parking restriction signs of a lesser degree of restriction, the CONTRACTOR shall install the EMERGENCY NO PARKING signs as outlined above and shall cover the existing signs with the EMERGENCY NO PARKING sign or some type of permanent cover (paper and tape will not be accepted). The Emergency No Parking signs cannot be enforced where signs or parking meters are left uncovered. The CONTRACTOR shall notify Mr. Ray Marcille, Public Works Parking Meter Division, at (816) 513-9300, the day the parking meters are covered. The CONTRACTOR shall immediately remove all signs and covers as soon as work in a block has been completed. If it becomes apparent, for any reason, that work will cease for more than 72 hours, the same signs and covers shall be removed and must be reinstalled subject to the minimum 18 hours advance notice before work can proceed. If work does not begin within 48 hours after the signs are posted, the same procedure must be followed. Failure by the CONTRACTOR to abide by all the provisions concerning "EMERGENCY NO PARKING" signs, will result in the cancellation of the permit.
01570 Traffic Regulations
01570-3
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01570-4
C. Specific Requirement: 1. On all arterial and collector streets where cold milling is required, advance warning signs shall be installed to alert drivers of uneven pavement and construction ahead. If the cold milling exceeds three consecutive blocks, additional warning signs shall be installed. All signs must be maintained until the operation has been completed. 2. The schedule in this section lists for each street the restriction on working hours and the type of closure permitted. 3. If in the opinion of the Engineer, the Director of Public Works or his authorized representative, or an officer of the Kansas City, Missouri Police Department, the CONTRACTOR is creating a hazardous condition, notwithstanding the provisions of this contract, then the work shall stop and the street involved be returned to normal traffic operations. Work shall not resume until the Department of Public Works gives permission to proceed. 4. The CONTRACTOR shall request the Engineer at least 24 hours in advance of any closure so that proper notice can be given to Police, Fire, and other emergency service agencies. 5. Overnight closures will not be permitted on Arterial, Collector, and Business streets. 6. Control of traffic at private driveways along the streets shall be handled on an individual basis and as directed by the Engineer. 7. During non-work hours the street shall be reopened to traffic in a safe condition without obstruction or hazard to traffic. The road shall be cleared of construction equipment and debris. Barrels or barricades shall be placed adjacent to the work area and all construction signs, except the “ROAD CONSTRUCTION AHEAD” signs, shall be covered or turned from traffic during hours when the street is reopened to traffic. 8. The CONTRACTOR shall give advance notice of start and duration of resurfacing operation to adjacent property owners and residents no less than 18 hours and no more than 24 hours before the operation starts by hanging door tags, as shown on in this section, on the doors of all residents and businesses along the street to be resurfaced. 9. The CONTRACTOR shall schedule his work during hours that do not conflict with any restricted period, as indicated on the schedule. Generally, when peak hour restrictions are indicated for a street, the CONTRACTOR may, at his option, work on the subject street on Saturday and Sunday with no time restrictions. All streets within the Central Business District, defined as the area bounded by 6th Street on the north, Truman Road on the south, Broadway Boulevard on the west, and Charlotte Street on the east, shall be restricted to Saturday and Sunday work only. 10. Work in the areas listed below will require additional coordination with representatives of each area. No work shall be performed in these areas until that coordination has taken place through the Engineer or his representative.
01570 Traffic Regulations
01570-4
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01570-5
- Plaza - Downtown - Westport - Crown Center Additionally, consideration shall be given when scheduling work in the vicinity of the Municipal Auditorium and the Convention Center to events scheduled at these facilities on weekends. Also, consideration shall be given to events scheduled at the Kemper Arena when working in the Central Industrial District, defined as the area bounded by 12th Street on the north, 23rd Street on the south, the Kansas-Missouri State Line on the west, and I-35 on the east. D. Payment: No separate payment will be made for "Traffic Requirements.” All costs pertaining thereto shall be included in the contract prices for other items listed in the Proposal.
01570 Traffic Regulations
01570-5
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01570-6
DOOR TAG EXAMPLE:
Street From To
WITHIN THE NEXT 72 HOURS your street will be cold milled or resurfaced. SORRY
to inconvenience you but your street must be cold milled or resurfaced. All vehicles must be off the street. You may park your vehicle in your drive or on an adjacent street to the one being cold milled or resurfaced.
TOMORROW
weather permitting we will be cold milling or resurfacing your street. You will have access in and out of your driveway. There may be some minor delays. Please drive carefully in the vicinity of the work and keep children clear of equipment.
IN CASE OF RAIN
we will delay the work until the weather permits us to complete the work.
THANK YOU FOR YOUR COOPERATION
Contractor’s Name Contractor’s Phone Number Public Works Department Street and Traffic Division 513-8700
01570 Traffic Regulations
01570-6
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01570-7
01570 Traffic Regulations
01570-7
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01570-8
MUTCD No Parking Signage STREET RESURFACING PROGRAM TRAFFIC RESTRICTIONS LEGEND
WORKING HOURS RESTRICTIONS
MINIMUM NUMBER OF LANE(S) OPEN TO TRAFFIC DURING WORKING HOURS
A.
May work on Sunday only
1.
B.
No work 7:00 A.M. to 9:00 A.M. And 4:00 P.M. to 6:00 P.M., Monday through Friday.
Must maintain two-way traffic in a single lane using standard warning signs and flag men.
2.
Must maintain two-way traffic, one lane of moving traffic in each direction at all times.
3.
Must maintain one lane of moving traffic at all times.
4.
Street closure permitted. Contractor shall provide public convenience notice.
C.
D.
May work anytime Saturday and Sunday. No work northbound 7:00 A.M. to 9:00 A.M., Monday through Friday
E.
No work southbound 7:00 A.M. to 9:00 A.M., Monday through Friday
F.
No work eastbound 7:00 A.M. to 9:00 A.M., Monday through Friday
G.
No work westbound 7:00 A.M. to 9:00 A.M., Monday through Friday
H.
No work northbound 4:00 P.M. to 6:00 P.M., Monday through Friday
I.
No work southbound 4:00 P.M. to 6:00 P.M., Monday through Friday
J.
No work eastbound 4:00 P.M. to 6:00 P.M., Monday through Friday
K.
No work westbound 4:00 P.M. to 6:00 P.M., Monday through Friday
L.
No restrictions
M.
May work on Saturday or Sunday only
01570 Traffic Regulations
01570-8
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01570-9
2012 Traffic Restrictions No Street Restrictions 1 Prospect Ave 2 Paseo 3 E Emanuel Cleaver II 4 Benton Blvd 5 E 43rd St 6 E 39th St 7 Swope Pkwy 8 51st St
01570 Traffic Regulations
From
To
Traffic
39th St 39th St Benton Blvd Emanuel Cleaver II Blvd Troost Ave Troost Ave Volker Blvd/Paseo Troost Ave
51st St 51st St Paseo Blue Pkwy Prospect Ave Prospect Ave 51st St Swope Pkwy
B-2 B-2 B-2 B-2 B-2 B-2 B-2 B-2
01570-9
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01580-1
PROJECT SIGNS Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
No project signs will be required.
01580 Project Signs
01580-1
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01590-1
FIELD LABORATORY Project Number: 89020190 Project Title Green Impact Zone Street Resurfacing
A. Plant Testing Laboratory: The plant site shall be provided with a testing laboratory for joint use of the producer’s quality control and acceptance testing functions, and the Engineer or his representative, during periods of mix production, sampling and testing, and whenever materials subject to the provisions of these specifications are being supplied or tested. The Engineer will always have priority in the use of this equipment. The bituminous plant testing laboratory shall have a floor area of not less than 150 square feet, with a ceiling height of not less than 7-1/2 feet. The laboratory shall be weather-tight sufficiently heated in cold weather, air-conditioned in hot weather to maintain temperatures for testing purposes, of 70 plus or minus 5 degrees Fahrenheit. It shall be so located on the asphalt plant site as to provide an unobstructed view from one of its windows, of the trucks as they are loaded with the plant mixed materials. The bituminous plant testing laboratory shall have: (1)
Adequate artificial lighting.
(2)
Electrical outlets sufficient in number and capacity for operating the required testing equipment and for drying samples.
(3)
Underwriters Laboratories approved ABC dry chemical fire extinguisher.
(4)
Work benches for testing with dimensions not less than 2-1/2 feet by 10 feet.
(5)
A desk or table and at least two (2) chairs.
(6)
Sanitary facilities convenient to the testing lab.
(7)
Exhaust fan to outside air, with minimum blade diameter of 12 inch to adequately handle laboratory dust and fumes.
(8)
Telephone.
(9)
File cabinet.
(10) A sink with running water and attached drainboard and drain capable of handling elutriated material. Water shall free of offensive odor and color.
01590 Field Laboratory
01590-1
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01590-2
(11) Industrial Type Hood and Exhaust Fan (for Furnace, Oven, Stove and etc.) (12) Asphalt Content Tester-Furnace or oven to determine asphalt content by ignition burn off, with extra oven pan. (13) 2-burner Hot Plate or Gas Stove. (14) Six (6) 18” x 13” x 4” Blue Steel Sample Pans. (15) Four (4) 9” x 12” x 1” Aluminum Cake Pans. (16) Three (3) large 12” Steel Spoons. (17) One (1) Aggregate Shaker (sound-proofed enclosure.) (18) Sieves, 12” diameter: 1-1/2”, 1”, ¾”, ½”, 3/8”, #4, #8, #10, #16, #30, #40, #50, #80, #100, #200, Pan, Lid. (19) Six (6) 1” paint-brushes-nylon bristles. (20) One (1) wire brush. (21) Sample splitters +3/4” aggregate – ¾ aggregate. (22) Electronic scale that will enable inspector to accurately weigh from 0 to 8 kg in 0.1 gram increments. (23) Two (2) “quick read” dial face, stainless steel stem, thermometers 50 degrees to 450 degrees Fahrenheit. (24) Automated asphalt compactor suited for preparing Marshall specimens. (25) Hand soap. (26) 700 MHz Pentium III Personal Computer with 128 MB RAM, 15” color monitor, 101 key keyboard, mouse, 3.5” floppy drive, USB port, deskjet printer, and dust covers, loaded with and capable of running Microsoft Excel 2000 or better. (27) Theoretical Maximum Specific Gravity test equipment complying to ASTM D2041 Approval of the bituminous plant and testing laboratory by the Engineer will require all the above facilities and equipment in good working order, during all periods of mix production, sampling and testing; and whenever materials subject to the provisions of these specifications are being supplied or tested. Failure to provide any of the above shall be sufficient cause for disapproving the bituminous plant operations. Consult with Reggie Davis at 513-8738 for specific details. B. Inspection of Plant: The Engineer or his authorized representative shall have access, at all times, to all parts of the paving plant for checking adequacy of equipment; inspecting
01590 Field Laboratory
01590-2
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01590-3
operation of the plant, verifying weights, proportions, and character of materials; and checking the temperatures maintained in the preparation of the mixtures. C. Payment: No separate payment shall be made for this item. All costs pertaining thereto shall be included in the contract prices for other items as listed in section 00412 – Unit Prices.
01590 Field Laboratory
01590-3
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SUBSTITUTION REQUEST Project Number Project Title
To:
Authorization Number: From: Date: Contract For:
Re:
Specification Title: Section:
Page:
Article/Paragraph:
Proposed Substitution: Manufacturer: Address: Phone No. Trade Name: Model No. Installer: Address: Phone No. History: New Product 2-5 years old 5-10 years old More than 10 years old Differences between proposed substitution and specified product: Point-by-point comparative data attached – REQUIRED Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance, service, and availability of replacement parts, as applicable, are available. • Proposed substitution will not affect or delay Progress Schedule, except as stated below. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances, except as stated below. • Payment will be made for changes to building design, including architectural or engineering design, detailing, licenses, royalties, and construction costs caused by the requested substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be completed in all respects. Reason for not providing specified item:
Similar Installation: Project: Address:
Design Professional: Owner: Date Installed: Proposed substitution affects other parts of Work: No Yes; explain
Savings to Owner for accepting substitution: Proposed substitution changes Contract Time: No Yes; add/deduct 01630 Substitution Request 022200
1 of 2
days. Contract Central
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Supporting Data Attached: Product Data Drawings Tests Reports Samples Attachments:
Submitted by: Signature: Firm: Address: Telephone:
Fax:
E-Mail:
Additional Comments: Contractor Subcontractor Supplier Manufacturer DP
DESIGN PROFESSIONAL’S REVIEW AND ACTION Substitution approved – Make submittals in accordance with Specification Section 01300. Substitution approved as noted – Make submittals in accordance with Specification Section 01300. Substitution rejected – Use specified materials. Substitution Request received too late – Use specified materials. Signed by: Distribution:
Date: Owner Design Professional Contractor Consultant Construction Manager Other
01630 Substitution Request 022200
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