HomeMy WebLinkAboutPW16-067 - Change Order - #10 - Rodarte Construction, Inc. - James Street Pump Station - 11/10/2016 r
Recordsanagement
KENT Document`
WASHINGTON
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CONTRACT COVER SHEET
This is to be completed by the Contract Manager prior to submission
to City Clerks Office. All portions are to be completed.
If you have questions, please contact City Clerk's Office.
Vendor Name: Rodarte Construction, Inc.
Vendor Number:
JD Edwards Number
Contract Number: PW 16-067 - 011
This is assigned by City Clerk's Office
Project Name: James Street Pump Station
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
Contract Effective Date: 2/29/16 Termination Date:
Contract Renewal Notice (Days):
Number of days required notice for termination or renewal or amendment
Contract Manager: Garrett Inouye Department: PW Engineering
Contract Amount: $2,329,398.98
Approval Authority: (CIRCLE ONE) Department Director Mayor City Council
Detail: (i.e. address, location, parcel number, tax id, etc.):
Change Order #10
As of: 08/27/14
ENT
WASHING70H
CHANGE ORDER N . #10
NAME OF CONTRACTOR: Rodarte Construction, Inc. ("Contractor")
CONTRACT NAME & PROJECT NUMBER: James Street Pump Station
ORIGINAL CONTRACT DATE: February 29, 2016
This Change Order amends the above-referenced contract; all other provisions of the
contract that are not inconsistent with this Change Order shall remain in effect. For valuable
consideration and by mutual consent of the parties, the project contract is modified as follows:
1. Section I of the Agreement, entitled "Description of Work," is hereby modified to
add additional work or revise existing work as follows:
In addition to work required under the original Agreement and any
prior Amendments, Contractor shall provide all labor, materials, and
equipment necessary to:
The installation of additional storm piping and structures to help
alleviate flooding on Woodford Avenue North.
2. The contract amount and time for performance provisions of Section II "Time of
Completion," and Section III, "Compensation," are hereby modified as follows:
Original Contract Sum, $2,329,398.98
(including applicable alternates and
WSST)
Net Change by Previous Change Orders $106,801.28
(incl. applicable WSST)
Current Contract Amount $2,436,200.26
(incl. Previous Change Orders)
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Current Change Order $45,000.00
Applicable WSST Tax on this Change $4,275.00
Order
Revised Contract Sum $2,485,475.26
CHANGE ORDER - 1 OF 3
Original Time for Completion 120 working days
(insert date)
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Revised Time for Completion under 11
prior Change Orders
(insert date)
Days Required (f) for this Change 5 calendar days
Order
Revised Time for Completion 136workingdays
(insert date)
In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard
Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this
Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor
agrees to waive any protest it may have regarding this Change Order and acknowledges and
accepts that this Change Order constitutes final settlement of all claims of any kind or nature
arising from or connected with any work either covered or affected by this Change Order,
including, without limitation, claims related to contract time, contract acceleration, onsite or
home office overhead, or lost profits. This Change Order, unless otherwise provided, does not
relieve the Contractor from strict compliance with the guarantee and warranty provisions of the
original contract, particularly those pertaining to substantial completion date.
All acts consistent with the authority of the Agreement, previous Change Orders (if any),
and this Change Order, prior to the effective date of this Change Order, are hereby ratified and
affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change
Order shall be deemed to have applied.
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The parties whose names appear below swear under penalty of perjury that they are
authorized to enter into this contract modification, which is binding on the parties of this
contract.
3. The Contractor will adjust the amount of its performance bond (if any) for this
project to be consistent with the revised contract sum shown in section 2, above.
IN WITNESS, the parties below have executed this Agreement, which will
become effective on the last date written below.
CONTRACTOR: CIT11 OF KE T:
By: l gy; xf , ( i_ + r
(signature) i, (s gnatur 2
Print Name: �� c✓'� �cti^�� Prin Name: J� (?E
ItS J r G NI A L ei c/ Its @ I ce �:�"
(—� itle) C,htie)f
DATE: "e DATE: r' dt _
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CHANGE ORDER - 2 OF 3
APPROVE® AS TO FORM:
(applicable if Mayor's signature required)
Kent Law Department
[In this field,you may enter the electronle fleGath where the contraa has been saved] III
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CHANGE ORDER 3 OF 3
• T FILE No: 200.2
KEN
W 9X1XOTON CHANGE ORDER WORKSHEET NO® 1
Construction Management Division - Public Works
Project: James Street Pump Station Project No.: 10-30o9
Project Engineer: Garrett Inouye Fed-Aid No.: N/A
Owners Rep: Phil McConnell Contractor: Rodarte Construction
Date: 9/26/2016
I. PROPOSED CHANGE
The installation of additional storm piping and structures
II. REASON AND BACKGROUND FOR CHANGE
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To help alleviate flooding on Woodford Ave N; not included in the original contract
III. METHOD OF PAYMENT
NEW PAY ITEM(S) ® Not Applicable
Change Order No. I - I I FOR ACCOUNTING USE ONLY
Sch. No. Item Description Total Est City this Unit Unit Price Total Estimated Cost of
City PE Item
— --- -:-_._ .-- -- -- -- - — --- -- ---
4 Addition storm piping on 1 : 0 EA $45,000 00 $45,000 00
Woodford Ave N __ 1
Independent Estimate Attached ! CREATE PAY ITEM ONLY- Payment to he made PAY THIS PAY ESTIMATE
-REQUIRED �-at a later date upi n_co=letion of work
__� — ---.___ _ _ - — -_ ------ __.......... .........______-__.-
Material Submittals Required CC. Construction Coordinator I New Sub Reqrd? No
DELETE EXISTING PAY ITEM(S) per 1-09.5 ® Not Applicable
Change Order No. - FOR ACCOUNTING USE ONLY
Sch. No. I B 1 No. Item Description City Unit Unit Price Cost of Item _—
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--. .. ___ __— ---I ----� ___ ____ ...---- --
Independent Estimate Attached -REQUIRED
INCREASE/DECFiEASETO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. I l - I iI I FOR ACCOUNTING USE ONLY
Sch No. B.I.No. Item Description city Unit Unit Price Cost of Item
- J-- - _ _- _ -- - - -............ _. --
_ ...._.. .__ ___ __
Independent Estimate Attached -REQUIRED [J
1 REV. DATE: 4/01/10
• FILE NO: 200.2
KETLT
TOTAL ESTIMATED COST OF CHANGE ORDER * $45,000.00
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $45,000.00
IV. WORKING DAYS
Original Contract 120 Due This Change Order* ! 5 Previous Total 1 131
DATE:—L-TBD
* Ex lanation Justification Re wired: Additional work added to the contract
TOTAL WORKING DAYS* �136
*This Change Order + Previous Total
All work, materials and measurements to be in accordance with the Standard Specifications
and Contract Special Provisions for the type of work described.
Prepared By: v a-A/" L'W Date: j- lfd
Construction Supervisor: �'- V l/ _ Date:
Paul Kuehne
Construction Manager: Date: _71zC1101
ric Connor
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2 REV. DATE: 4/01/10
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McConnell, Phillip
From: Bieren, Chad
Sent: Friday,September 23, 2016 9:43 AM
To: Connor, Eric
Cc: McConnell, Phillip
Subject: Re:James Street Pump Station -Added work
Eric/Phil:
I spoke with Tim by phone this morning. We're good to go with the changes. As Eric and I discussed, please proceed
with separate change orders for each type of work.
Thank you,
Chad
Sent from my Fhone
On Sep 21, 2016, at 1:25 PM, "Connor, Eric" <EConnor@kentwa.Bov>wrote:
Good Morning Chad,
Below is,a summarization of the added work items that we are looking at on the James Street Pump
Station Project.-All work scopes combined,the total cost of the added work is$93,033. Please be
reminded that we are already moving forward with the revisions to the generator shelter($16,552) and
the addition of the catwalk for the generator ($30,090).
On Site Revisions/Additional Scope
Added French Drain on the North Property Line: $8,068
Revised 4" Roof Drain ($10,954 add/$3,69S deduct): $7,259
1" Water Service (for irrigation): 2 977
New Contractor Pricing $18 304
Added Concrete Flatwork on West and South Sides of Property
Residential Driveway (1 ea): $3,041
Commercial Driveway(1 ea): $3,489
Wheel Chair Ramp (1 ea): $2,081
Pedestrian Curb@ Ramp (18If): $1,080
Curb & Gutter(90 If @ contract unit price): $4,050
Sidewalk (50 sy @ contract unit price): $3,750
Sawcut Asphalt(250 If @ contract unit price): $1,750
Sawcut Concrete (50 If @ contract unit price): $ 500
Remove Sidewalk (70 sy @ contract unit price): $1,050
Remove Curb & Gutter(45 If @ contract unit price): $ 675
Remove Existing Asphalt(200 sy @ contract unit price): $1,000
CSTC (35 to @ contract unit price): $1,050
CSBC (135 to @ contract unit price): $4,050
HMA (40 to @ contract unit price): $4,800
Total: $32,336
1
New Contractor Pricing: $9,691
Existing Contract Unit Price Increases: $22,675
Added Storm Piping on Woodford (restoration included above)
48" Type 2 Catch Basin (1 ea): $3,000
Solid Locking Frame & Cover(1 ea): $ 550
Inlet Protection (5 ea contract unit price): $ 225
Thru Curb Inlet Casting (2 ea): $ 646
Connect to Existing 12" Storm Pipe (1 ea) $2,182
18" PVC Storm Pipe (94 If) $12,575
Clean &Test Storm Pipe $1,646
Catch Basin, Type 1L (1 ea): $1,743
Remove Existing 12" Storm (10 If @ contract unit price): $ 200
Remove Existing 6" Storm (6 If @ contract unit price): $ 200
Gravel Borrow Backfill (135 to @ contract unit price): $4,050
54" Type 2 Catch Basin (1 ea @ contract unit price): $6,500
Connect Existing 24" Storm Pipe to New 54" CB (1 ea): $6,034
Traffic Control Labor (48 hrs @ contract unit price): $2,304
Traffic Control Supervisor (6 hrs @ contract unit price): $ 288
Traffic Control Devices: 250
Total: $42,393
New Contractor Pricing: $22,567
Existing Contract Unit Price Increases: $19,826 -
Please let me know,jf,you would like to review any of this work with Phil and me_ We are looking to give
the Eontractor authorization to proceed with this work as early as possible: '
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Construction Management I Public Works Department
220 4th Avenue South, Kent, WA 98032
Phone 253-856-5533 1 Cell 253-797-0693
EConnor@KQrILWA.gov
CITY OF KENT,WASHINGTON
KentWA.aov Faceboo YouTube
PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
2
RODARTE CONSTRUCTION, INC.
P.O. BOX 1875
AUBURN,WA 98071-1875
ph 253-939-0532 fax 253-939-0557 Change Order
PROPOSAL.
PG 1
Customer
Name Phil McConnell Date 9/15/2016
Company The City of Kent Job Name: James Street Pump Statio
Address 220 Fourth Ave South State WA Zip 98032_ Revision 1
Phone 253 8554542 Fax
We hereby submit specifications and estimates for the following items:
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ITEM Description Quantity Unit UNIT PRICE AMOUNT
1 Woodford Ave Storm Drain Improvements Revision 1 1 LS $51,741.00 $ 51,741.00
TOTAL $ 51,741.00
NOTES:
Price is for the Storm Drain improvements along Woodford Avenue as shown on the drawings 9/15/2016. Pricing does not include
pipe bedding, trench backfill, 54in CB Type II, Traffic Control labor, etc.or other items already having a Contract Unit Price. These
items are to be tracked and paid for under their respective bid items. Water Service Meter to be supplied by City of Kent.
Roderic Construction,Inc. Page 1
JAMESPUMPCO James Street Pump Station Additional War 09/15/2016 15.12
Joan F.IIs Woodford Storm(Nmi Biditcm)Revl
Activity Dese Quantity Unit Perm Constr Equip Sub-
Resoume PCs Unit Cost Labor Material Matl/F_xp Ment Contract Total
BID ITEM = 2
Description Woodford Storm Improvements(Non-Biditom Unit= LS Takeoff Qumr 1.000 Engr Quan: LOCO
2A 8in French Brain Quam 105.00 LF Ilrs/Shf: 8,00 Cal: 508 NYC:NONE
PIP04 Slnd Water Main Crew 3.00 CII Prod: 13,1250 UH [.all PCs: 4.00 Eqp PCs: 4.00
2AGW0t 7/8"Washed Rock@ 121% 100.00 1 N 14.800 1,791 1,791
2DUMPI Dump fee clean fr@121% 70.00 CY 12.500 1,059 1,059
2GE02 Gcotextile Fabric@121% 1.00 RL 250.000 303 303
2PIPE Pipe Material@121% 105.00 LP 8,000 1,016 1,016
811420 420 Cat Backhoc 1.00 8.00 IIR 50 040 400 400
8E309 Caterpillar 308 Excava 1.00 9.00 HR 5T580 461 461 I
SLI Caterpillar 9240 Loade 1.00 8.00 IIR 57,320 459 459
8PU350 Ford F350 Suporduty 1.00 8.00 IIR 22.590 181 181
GL General Laborer 2.00 16.00 MH 66.050 t,057 1,057
OP Operator 2.00 I6.0o MH 83.890 t,342 1.3,12
58,06T73 0.3047 MIULF 32.00 MH 122.8481 2,399 4,168 1,500 8,068
2B 4in BI Storm Quail: 1.00 LS Ilrs/Shft: 8.00 Cal: 508 WC:NONE
Pipe Bedding, Trench Backfill to be paid at Contract unit, prices.
MCO2 Mise Crew(B575) 16.00 CII Prod: 0.0625 UH lab PCs: 3.00 Eqp Pcs:. 3.00
2PIPE Pipe,Muteriat@121% 1.00 I's 4,475.000 5,415 - 5.415
8B420 420 Cat Backhoe Lo0 16.00 HE 50.040 _ 80t .._ 801
8E308 Caterpillar 309 HNeava 1.00 16.60 HR 57.580 92t 921
8PU350 Ford F350 Superduty 1.00 16.00 IIR 22.590 361 361
GI. General Laborer 2.00 32,00 MH 66.050 2,114 2,114
OP Operator 1.00 t6.00 M11 83,890 1.342 1,342
$10,953.95 - 48,0000 MH/LS 48.00 MH [3455.84] 3,456 5,415 2,083 10,954
2C Credit far 4in and Cores a t Structures Quail: -1.00 LS Hrs/Shft: 8,00 Cal: 508 WC:NONE
PIP04 Stud Water Main Crew -4,00 CH Prod: 0,2500 IJH Lab PCs: 4.00 Eqp PCs: 2.00
2PIPE Pipe Material -75.00 LF 15,960 -1,197 -1,197
4CORE Coring SU➢@112% -3.00 EA 300.000 -1,008 -1,008
HR420 420 Cat➢actdrme 1,00 4.00 HR 50.040 -200 -200
8PU350 Ford F350 Superduty 1.00 4.00 HR 22,590 -90 -90
GL General Laborer 2.00 -8.00 NEI 66,050 -528 -528
OP Operator 2,00 -8.00 MII 83.890 -671 -671
.$-3,695.04 16.0000 -16.00 [ ] -1,200 -1,197 -291 -1,008 -3,695
2D Tluu Curb Inlet Casting Quam: 1.00 EA Hrs/Shft: 8,00 Cal: 508 WC:NONE
MCO2 Mise Crew(B575) 1.00 CH Prod: 1.0000 UH Lab PCs: 3.00 Eqp Fes: 2.00
2THRU(JJRB Thin Curb Inlet@I21% 1.00 EA 295A00 357 357
811420 420 Cat Backhue Loo L00 HR 50.040 50 50
8PU350 Ford F350 Superduty Loo L00 HR 22.590 23 23
GL General Laborer 2.00 2.00 MI1 66.050 132 t32
OP Operator 1.00 1.00 MH 83.890 84 84
$645.57 10000 MH/EA 3.00 MH [215.991 216 357 73 646
2E Connect to Existing 12in SD Quail: 1.00 EA Hrs/Shft: 8.00 Cal: 508 WC:NONE
PIPot Stnd.Sewer Crew 2.00 CII Prod: 0.5000 UH Lab PCs: 5.00 Eqp PCs. 5.00
2PIPE Pipe Material@121% 1.00 LS 70U00 847 847
8R420 420 Cat➢ackhoe 1.00 2.00 HR 50.040 Pon 100
8E320 Caterpillar 320U Excav L00 200 HR 106.340 20 2t3
8MBOX Trench Box 1.00 2.00 IIR t h200 22 22
SPU350 Ford F350 Superduty L00 2.00 HR 22.590 45 45
8TSOLO Solo Dump Truck Leo 100 IIR 103 680 207 207
Rodarte Construction,Inc. Page 2
JAMF.SPUMPCO lames Street Pump Station Additional War 09/I S/2016 15:t2
Jahn Ells Woodford Storm(Non-Biditenr)Rev1
Activity Dese Quantity Unit Perm Corear Equip Sub-
Resource PCs Unit Cost Labor Material Mad/Exp Ment Contract Total
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BID ITEM = 2 '
Description Woodford Stonn Improvements(Non-➢iditem Unit= LS Takeoff Quan: L000 Engr Quan: L000
GL General Laborer 2.00 4.00 MH 66.050 264 264
OP Operator 2.00 4.00 MH 83.890 336 336
TD2 Truck Driver-Solo 1.00 2.00 MI-I 73.970 148 148
$2,t82/10 10.0000 MH/FA 10.00 MH [747.71 748 847 588 2,182
2F Hill PVC Pipe Quan: 93.00 LF Hrs/Shft: 8.00 Cal: 508 WC:NONE
PIP01 Stnd.Sewer Crew 12.00 CH Prod: 7.7500 UH Lab PCs: 6.00 Fop PCs: 6.00
2PIP6 Pipe Maleria]@121% 93.00 LF 29.390 3,307 3,307
8R420 420 Cat Backhoe Loo 12.00 HE 50.040 600 600
8E228 Komatsu PC228 Excavato 1.00 12.00 IIR 120.030 1,440 1,440
811XP Pipe Laser Lo0 [2.00 HR 7,000 84 84
8MROX 'french Box 1.00 12.00 HR 11,200 134 134
8PU350 Ford F350 Superduly 1.00 t2.00 HR 22.590 271 271
8TSOLO Salo Dump Truck 1.00 12.00 IIR 103.680 1,244 1,244
GL General Labeler 2.00 24.00 MH 66.050 1,585 1.585
OP Operator 3.00 36.00 MH 93.990 3,020 3,020
TD2 'frock Driver-Soto L00 t2.00 MH 73.970 888 888
$12,574.62 0.7741 MH/LF 72.00 MII [59.063] 5,493 3,307 3,774 12,575
2G Pi essure'Pcst and Cleaning', Quan: 1.00 LS Hrs/Shft: 8,00 Cal: 508 WC:NONE"
MCO2 Miso Crew(8575) _ _ 4.00 CH Prod: 0.2500 UH Lab PCs: 200-1,_t Eqp PCs: 2.00
4If1'IL 'Utility SUB( 1.00I.5 675.000 "" 756 756
8B420 420 Cat Backhoe 1.00 4.00 HR 50.040 200 200
8PU350 Ford F350 Superduty 1.00 4.00 HR 22590 90 90
GL, General Laborer L00 4.00 MH 66.050 264 264
OP Operator 1.00 4.00 MH 83.890 336 336
$1,64628 8.0000 MHA,S 8.00 MH [599.761 600 291 756 1,646
211 CB Type 11, Quan: 1.00 EA Hrs/Shft: 8.00 Cal: 508 WC:NONE j
PIP01 Said,Sewer Crew L50 CH Prod: 0.6667 I1H Lab Pcs: 6.00 Eqp PCs: 6.00
2FNG Franrc and Grateab 121% 1.00 EA 150 000 192 182
2PIP6 Pipe Material@121% 1.00 EA 350.000 424 424
SB420 420 Cat Backhoe 1.00 1.50 HR 50.040 75 75
8E320 Caterpillar 320U Excav, 1.00 L50 HR 106.340 t60 160
8LXP Pipe Laser 1.00 L50 HR T000 11 11
8MBOX Trench Box L00 1.50 IIR 11.200 17 17
9PU350 Ford F350 Superduty, 1.00 1 50 HR 22.590 34 34
8TSOLO Solo Dunrp'frock 1.00 L50 HR 103.680 156 156
GL General Laborer 2.00 3.00 MH 66.050 199 198
OP Operator 3.00 4 50 MH 93.890 378 378
TD2 'Truck Driver-Solo L00 1.50 MH 73.970 111 t l t
$L742.89 9.0000 MIUEA 9-00 MH [686621 687 605 451 1,743
21 Residential Driveway Quan: 1.00 LS Hrs/Shfi: 8.00 Cal: 508 N1'C:NONE
MCO2 Misc Craw(R575) 2.00 CII Prod: 0.5000 U11 Lab PCs: 3.00 Bop Pcs: 2.00
4CONC Concrete SU➢@I t2% 1.00 1.8 2,200,000 2A64 2,464
8B420 420 Cat Backhee Lo0 200 FIR 50.040 t00 too
8PU350 Find F350 Superduty I.00 2.00 IIR 22,590 45 45
GL General Laboiur 2.00 L00 MH 66.050 264 264
OP Operator 1.00 2.00 MH 93,890 168 168
$3,041.24 6.0000 MH/LS 6.00 MH [431,981 432 145 2,464 3,041
2K Commercial Driveway Quan: 1.00 LS Hrs/ShR: 8.00 Cal: 503 WC:NONE
MCO2 Misc Crew(B575) 2.00 CH Prod: 0.50001JH Lab PCs: 3.00 Eqp PCs: 2.00
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Redarte Construction,Inc. Page 3
JAMF.SPUMPCO James SbeetPmnp Station Additional Wor 09/t5/2016 15:12
John Ells Woodford Storm(Non-Bidi(mu)Revl
Activity Ease Quantity Unit Perin Conor Equip Sub-
Resource Pas Unit Cost Labor Material Mad-Exp Ment Contract Total
BID ITEM = 2
Description Woodford Storm Improvements(Non-Biditem Unit= LS TakcnffQuan: 1.000 Engr Quan: 1.000
4CONC Concrete SUBCa,112% 1.00 LS 2,600.000 2,912 2,912
813420 420 Cat Dackhue 1.00 2.00 FIR 50.040 100 100
8PU350 Ford F350 Superduty 1.00 2.00 HR 22,590 4S 45
GL General Laborer 2.00 4.00 ME 66.050 264 264
OF Operator 1.00 2.00 MII 83.890 168 168
$3,48924 6,0000 MUFFS 600 MH [431.98] 432 145 2,912 3,489
2L Romp WDOT F40.12-03 Quail: 1.00 LS Hrs/Shft•. 8.00 Cal: 508 WC:NONE
MCO2 Misc Crew(B575) 1.00 CH Prod: 1.0000 UH Lab Pcs: 3.00 Eqp Pox: 2.00
4CONC Concrete SOB@112% L00 LS 1,600.000 L792 1,792
813420 420 Cat Bacldme 1,00 1 00 HR 50.040 50 50
8PIJ350 Ford F350 Superduty L00 1.00 HR 22590 23 23
GL General Laborer 2.00 2.00 MH 66.050 132 132
OP Operator 1.00 1.00 MII 83.890 84 84
$2,080.62 3,0000 MH/IS 3.00 MH [215.99] 216 73 1,792 2.091
2M New l in Service including Abandon Exist Qnmr: 1.00 LS Hrs/Shft: 8.00 Cad: 508 WC:NONE
City of Kent to Supply Meter.
MCO2 Misc Crew(B575) 6U0 CH Prod: 0.1667 UH Lab PCs: 13,00 Eqp Pea: 3.00
2PIPE Pipe Material 1.00 LS 900.000 900 900
811420 420 Cat Backhoe 1.00 6.00 HR 50.040 300 300
8E308 Caterpillar 308 Excava 1.00 6.00 HR 57.580 - 345 345
8PLL350 Ford F350 Superduty 1.00 6.00 HR 22.590 136 136
GL General Laborer 2.00 12.00 MII 66.050 793 793
OP Operator 1.00 6.00 MU 83,890 503 503
$2,977.20 18.0000 MIl/LS 18.00 MH [ 1295.94] 1,296 900 781 2,977
20 Reconnect Existing Pipe to New Manhole Quail: 2.00 EA Hrs/Shft: 8.00 Cal; 508 WC:NONE
24in DI to be paid at Contract Unit prices (CBV)
PIP01 Stud.Sewer Crew L00 CH Prod: 0,5000 UH Lab Pcs: 6.00 Fqp Pcs: 6.00
2ROMAC Romac Fittings 2.00 EA L500.000 3,000 3,000
8B420 420 Cat Backhne 1.00 F00 IIR 50.040 200 200
8E320 Caterpillar 320I 1 Excav IA0 4.00 IIR 106340 425 425
8LXP Pipe Laser 1.00 4.00 HI2 7.000 28 28
SMBOX Trench Box 1.00 4,00 HR 11200 45 45
8PU350 Ford F350 Superduty 1.00 F00 IIR 22.590 90 90
8TSOLO Solo Dump Truck 1.00 4.00 IIR 103.680 415 415
GL General Laborer 2.00 8.00 MII 66.050 528 528
OP Operator 3.00 12.00 MH 83.890 1,007 1,007
TD2 Track Drivor-Solo IA0 4.00 MII 73.970 296 296
56,03436 12.0060 MH/FA 2490 MII [915.48] 1,831 3,000 1,203 6,034
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> Item Totals: 2 - Woodford Storm Improvements(Non-Biditem
$51,74106 22.3.0000 MH/LS 22300 MII [17804.681 16,605 17402 10,817 6,916 51,741
51,74L060 I IS 16,605A6 17,102A1 10,817.49 6,916.00 fL74lU6
$m,741.06 -- Report Totals ... 223.00 MH 16,605 t7,402 10,817 6,916 51,741
>>>indicates Non Additive Activity
------Report Notes------
'file estimate was prepared with TAKEOFF Quantities
-
'Ihis report shows TAKEOFF Quantities with the resources.
Redone Construction,tire. Page 4 i
JAMESPUMPCO .lames Street Pump Station Additional Wor 09/15/2016 15:12
.total Ells Woodford Smoun(Non-Biditenr)RevJ -
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Activity Dose Quantity Unit Penn Constr Equip Suh-
Resource Pcs Unit (lost Labor Material Matl/Cxp Ivent Contract Total
BIDITEM = 2
Description- Woodford Storm Improvements(Non-Didnem Unit= LS 'I'akeoffQuan: 1.000 Hngr Quan: I.000
Bid Date: Owner: Engineering Firm:
Estimmur-ln-Charge:JR RODARTP,
SOB NOTES
Estimate created on: 05/07/2008 by User#: 1 - John El.Is
Source estimate used: 1:\11EAVYBID\EST\CHNGMAST
created on: 08/26/2016 by User#: 1 - John F11s
Source estimate used: L:\HF7WYBID\EST\PORCEACCOUNT
`on units of MH indicate average labor unit cost%vas used rather than base rate.
[ ]in the Unit Cost Commit-Labor Unit Cost Without Labor Burdens
Tn equipment resources, renL ij and EOE % not = 100% are represented as XXX96YYY cohere XXX=Rent% and YYY=EOE%
------Calendar Codes------
507 5 Day Week-7 Hour Day
508 8Hour Day-5 Day Week(Default Calendmr)
510 l0 Hour Day/5 Day Week
512 12 Hour Day-5 Day Week
610 10 Hour Day-6 Day Week
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