HomeMy WebLinkAboutPW16-067 - Change Order - #9 - Rodarte Construction, Inc. - James Street Pump Station - 11/10/2016 Records a
�T Document
WASHINGTON
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 - () 10
This is assigned by City Clerk's Office
Project Name: James Street Pump Station
Description: ❑ Interlocal Agreement ® Change Order ❑ Amendment ❑ Contract
❑ Other:
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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 #9
As of: 08/27/14
K�NT
CHANGE ORDER NO. #'9
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:
Replacement of sidewalk, driveways, and ADA wheelchair ramp due to
the condition of existing facilities; not included in the original contract.
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 $69,571.28
(incl. applicable WSST)
Current Contract Amount $2,398,970.26
(incl. Previous Change Orders)
Current Change Order $34,000.00
Applicable WSST Tax on this Change $3,230.00
Order
Revised Contract Sum $2,436,200.26
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CHANGE ORDER - 1 OF 3
Original Time for Completion 120 working days
(insert date)
Revised Time for Completion under 6
prior Change Orders
(insert date)
Days Required (f) for this Change 5 calendar days
Order
Revised Time for Completion 131 working days
(insert date)
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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.
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 belowl /
CONTRACTOR: CIT�OF KENT:
By: y
(signature) - l ; ( ignature) r
Print Name: 0 6 A Print Name i �-'v
Its "./ 0,k-e a4, e' Its R,tFu, 4elt;rt� i ii �C cY E
.,(title) - (t*e) /
DATE: 216 DATE: ( (r 'Z
CHANGE ORDER - 2 OF 3
APPROVED AS TO FORM:
(applicable if Mayor's signature required)
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Kent Law Department
(In this field,you may enter the eledronic fileCath where the sontrad has been Bayed]
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CHANGE ORDER 3 OF 3
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KE °N r FILE NO: 200.2
CHANGE ORDER WORKSHEET NO. 9
Construction Management Division - Public Works
Project: James Street Pump Station Project No.: 10-3009
Project Engineer: Garrett Inouye Fed-Aid No.: N/A
Owners Rep: Phil McConnell Contractor: Rodarte Construction
Date: 9/26/2016
I. PROPOSED CHANGE
Additional sidewalk, driveways and ADA wheelchair ramp
II. REASON AND BACKGROUND FOR CHANGE
Condition of existing facilities warranted their replacement; not included in the original contract
III. METHOD OF PAYMENT
NEW PAY ITEM(S) ❑ Not Applicable
Change Order No. ( _ FOR ACCOUNTING USE ONLY
Sch. No. Item Description ' Total Est. Qty this Unit I Unit Price Total Estimated Cost of
Qty PE Item '
4 Added concrete flat work 1 0 EA __$34,000.00 $34,000.00
❑ Independent Estimate Attached I Z CREATE PAY ITEM ONLY - Payment to be made ❑ PAY THIS PAY ESTIMATE
at a later date upon completion of work
El I Material Submittals Required - CC: Construction Coordinator New Sub Reqrd? I No
DELETE EXISTING PAY ITENi(S) per 1-09.5 ® Not Applicable
Change Order No. j _ j FOR ACCOUNTING USE ONLY
Sch. No, B.I. No. i Item Description Qty Unit Unit Price j Cost of Item
Independent Estimate Attached -REQUIRED
INCREASE/DECREASE TO EXISTING PAY ITEM(S) ® Not Applicable
Change Order No. _ j FOR ACCOUNTING USE ONLY
Sch.No. I. B.I. No. Item Description Qty Unit Unit Price — Cost of Item— —
Independent Estimate Attached -REQUIRED 1
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1 REV. DATE: 4/01/10
® FILE NO: 200.2
KENT
TOTAL ESTIMATED COST OF CHANGE ORDER L[- $34,000.00
*Total of the Cost of Item Columns
THIS PAY ESTIMATE $34,000.00
IV. WORKING DAYS
Original Contract 120 Due This Change Order*_ _ _ —_--_ 9 - $ Previous Total 1126
DATE:_1TBD* Ex lanation justification Re wired: Additional work added to the contract
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TOTAL WORKING DAYS* 131
*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: '`�4" Date:
P,,� L { j-
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Construction Supervisor: 'ftDate:
Paul Kueh e
Construction Manager: /��' �rr/ Date:
Eric 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 iPhone
On Sep 21, 2016, at 1:25 PM, "Connor, Eric" <EConnor@kentwa.gov>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/$3,695 deduct): $7,259
1" Water Service (for irrigation): 2 g77
New Contractor Pricing $18 904
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 (18 If): $1,080
Curb & Gutter(90If @ 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
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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.if you would like to review any of this work with Phil and me.--
We are looking to give
the contractor authorization to proceed with this work as ea'Yly as possible: `
Thank you,
Eric
Eric Connor, Construction Engineering Manager
Construction Management I Public Works Department
220 4th Avenue South, Kent, WA 98032 j
Phone 253-856-5533 I Cell 253-797-0693 '
EConnor@KentWA uov
CITY OF KENT,WASHINGTON
KentWA.00v Facebook Twittee YouTube
PLEASE CONSIDERTHE ENVIRONMENT BEFORE PRINTING THIS E-MAIL
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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 9115/2016
Company The City of Ken! Job Name: James Street Pump Statio
Address 220 Fourth Ave South State WA Zip 98032 Revision 1
Phone 253 856.5542 Fax
We hereby submit specifications and estimates for the following Items:
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
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NOTES:
Price is for the Storm Drain improvements along Woodford Avenue as shown on the drawings 9/15/201B. Pricing does not include
pipe bedding, trench backfll, 541n CB Type ll, 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.
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Radiate Construction,Inc. Page l
JAMESPUMPCO James Street Pump Station Additimral Wor 09/15/2016 15:12
John Ells Woodford Storm(Noti-Biditem)Revl
Activity Dose Quantity Unit Penn Constr Equip Sub-
Resource PCs Unit Cost Labor Material Matl/Exp Ment Contract Total
BID ITEM = 2
Description= Woodford Storm Improvements(Non-Bidileu Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000
2A Sin French Brain Quail: 105.00 LF IIi s/Shft: 8.00 Cal: 508 WC:NONE
PIP04 Stnd Water Main Crew 8.00 CH Prod: 13.1250 UH Lab Pes: 4.00 Eqp PCs: 4.00
2AGW01 718"Washed Rock@121% 100.00 TN 14.900 1,791 1,791
2DUMPI Dump fee clean fl@121% 70.00 CY 12.500 1,059 1,059
2GE02 Geotextile Fabric@121% 1.00 RL 250.000 303 303
2PIPE Pipe Material@121% 105.00 LF 8.000 1,016 L016
813420 420 Cat Backhoe 1.00 8.00 HR 50,040 400 400
SE308 Caterpillar 308 Excava 1.00 8.00 HR 57.580 461 461
8L1 Caterpillar 924G Loade L00 8.00 HR 57.320 459 459
8PU350 Ford F350 Superduty 1.00 8.00 IE2 22.590 181 181
GL General Laborer 2.00 16.00 MH 66.050 1,057 1,057
OP Operator 2.00 16.00 MH 83.890 1,342 1,342
$8,067.73 0.3047 MH/LF 32.00 MH [22.848] 2,399 4,168 1,500 8,068
2B 4in DI Storm Quan: 1.00 LS Hrs/Shf: 8.00 Cal: 508 WC:NONE
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Pipe Bedding, Trench Backfill to be paid at Contract unit prices.
MCO2 Mise Crew(B575) 16.00 CH Prod: 0.0625 UH Lab tics: 3.00 Eqp Pea: 3.00
2PIPE Pipe-Material@121% 1.00 LS 4,475.000 5A15 5,415
8B420 420 Cat Backlee 1.00 16.00 FIR 50,040 801 801 -
8E308 Caterpillar 309 Excava 1,00 16.00 HR 57.580 921 - 921
8PU350 Ford F350 Superduty 1.00 16.00 IBi 22.590 361 361
GL General Laborer 2.00 32,00 MH 66.050 2,114 2,114
OP Operator L00 16.00 MH 93.890 1,342 L342
$10,953.95 49.0000 MH/LS 48,00 MH [3455.84] 3,456 5,415 2,083 10,954
2C Credit for 4in and Cures at Structures Quan: -1.00 LS Hrs/Sluff• 8.00 Cal: 508 WC:NONE
PIP04 Shad Water Main Crew -4.00 CII Prod: 0,2500 UII Lab PCs: 4.00 Eqp PCs: 2.00
2PIPE Pipe Material -75.00 LP 15.960 -1,197 -1,197
4CORE Coring SUB@112% -3.00 EA 300.000 -1,008 -1,008
BB420 420 Cat Backttoe 1.00 -4.00 HR 50.040 -200 -200
8PU350 Ford F350 Superduty I.00 -4.00 HR 22.590 -90 -90
GL General Laborer 2,00 -8.00 M1I 66.050 -528 -528
OP Operator 2.00 -8.00 MH 83.890 -671 -671
$-3,695.04 16,0000 -16.00 [ ] -1,200 -1,197 -291 -1,008 -3,695
21) Thru Cub Inlet Casting Quail: 1.00 EA Hrs/Shf: 8.00 Cal: 508 WC:NONE
MCO2 Mise Crew(B575) 1.00 CH Prod: 1.0000 IIH Lab PCs: 3,00 Eqp Pes: 2.00
2THRUCURB Thru Curb Inlet@121% 1.00 BA 295.000 357 357
8B420 420 Cat Backhoe 1.00 1.00 HR 50.040 50 50
8PU350 Ford F350 Superduty 1.00 1,00 HR 22,590 23 23
GL General Laborer 2.00 2.00 MII 66,050 02 132
OP Operator 1.00 1.00 MH 83.890 84 84
$645.57 3,0000 MH/EA 3.00 MH [215.99] 216 357 73 646
2E Connect to Existing 12in SD Quart: 1.00 EA Ib-s/Shfh 8.00 Cal: 508 WC:NONE.
PIP01 Stnd.Sewer Crew 2.00 CH Prod: 0.5000 UH Lab PCs: 5.00 Eqp Pes: 5.00
2PIPE Pipe Material@l21% 1.00 LS 700,000 847 847
8B420 420 Cat Backhoc Loo 2.00 HR 50.040 too 100
8E320 Caterpillar 320U Excav 1.00 2.00 HR 106.340 213 213
8MBOX Trench Box 1.00 2.00 HR 11,200 22 22
8PU350 Ford F350 Superduty 1.00 2A0 HE 22.590 45 45
STSOLO Solo Dump Truck 1.00 100 FIR 103,690 207 207
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Rodarte Construction,Inc. Page 2
JAMESPUMPCO James Street Pump Station Additional War 09/15/2016 15:12
John Ells Woodford Storm(Non-Biditem)Revl ',
Activity Dese Quantity Unit Perm Constr Equip Sub- j
Resource PCs Unit Cost Labor Material Maa/Exp Ment Contract Total
BID ITEM = 2
Description= Woodford Storm Improvements(Non-Biditem Unit= LS Takeoff Quan: 1.000 Engr Quan: 1.000
Of, General Laborer 2.00 4,00 MH 66.050 264 264
OP Operator 2.00 4.00 MI I 83.890 336 336
TD2 Truck Driver-Solo 1.00 2.00 MH 73.970 148 148
$2,182.40 10.0000 MH/BA 10.00 MH [747.7] 748 847 588 2,182
2F Hill PVC Pipe Quail: 93.00 LF Hi s/Sltft: 8.00 Cal: 508 WC:NONE
PIP01 Stud.Sewer Crew 12.00 CH Prod: 7.7500 1H3 Lab Pes: 6.00 Eqp PCs: 6.00
2PIPE Pipe Material@12 I% 93.00 LF 29.390 3,307 3,307
813420 420 Cat Backhoe L00 12.00 HR 50.040 600 600
SE222 Komatsu PC228 Excavato 1.00 12.00 HR 120,030 1,440 1,440
8LXP Pipe Laser L00 12.00 I-IR 7.000 84 84
8MBOX Trench Box L00 12.00 HR 11.200 134 134
8PU350 Ford F350 Superduty 1.00 12.00 HR 22.590 271 271
8TSOL0 Solo Dmup Truck 1.00 12.00 HR 103.680 1,244 1,244
GL General Laborer 2.00 24.00 MH 66.050 1,585 1,585
OP Operator 3.00 36.00 MH 83.890 3,020 3,020
TD2 Truck Driver-Solo 1.00 12.00 MH 73.970 888 888
$12,574.62 0.7741 MIULF 72.00 MH [59.063] 5,493 3,307 3,774 _ 12,575
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2G Pressure Test and Cleaning: Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC:NONE,
MCO2 Misc Crew(13575) _ 4.00 CH Prod: 0.2500 UH Lab PCs: 2.00-_ Eqp PCs: 2.00
4UTIL Utility SUB r@I 12% 1.00 LS 675.000 756 756
813420 420 Cat Backhoc - 1.00 4.00 HR 50.040 200 200
8PU350 Ford F350 Superduty 1.00 4.00 HR 22.590 90 90 j
GL General Laborer 1.00 4,00 NIH 66.050 264 264
OP Operator 1.00 4.00 MH 83.990 336
1
336
$1,646.28 8.0000 MH/LS 8.00 MH f.
[599.76] 600 291 756 1,646 I
211 CH Type 11, Quan: 1.00 EA Hrs/Shft: 8.00 Cal: 508 WC:NONE
PIP01 Stud.Sewer Crew 1.50 CH Prod: 0.6667 UH Lab Pes: 6.00 Eqp Pes: 6,00
2FNG Frame and Grate@121%, 1.00 EA 150.000 182 182
2PIPE Pipe Material@121% 1.00 EA 350.000 424 424
813420 420 Cat Backhoe 1.00 1.50 IIR 50.040 75 75
8E320 Caterpillar 320U Fxcav 1.00 1.50 HR 106.340 t60 160
8LXP Pipe Laser 1.00 1.50 HR 7.000 11 11
8MBOX Trench Box L(K) 1.50 HR 11.200 17 17
9PU350 Ford F350 Superduty 1.00 1.50 IIR 22.590 34 34
STSOLO Solo Dump'1'mck 1.00 1.50 HR 103.680 156 156
GL General Laborer 2.00 3.00 MH 66.050 198 198
OP Operator 3.00 4.50 MI[ 83.890 378 378
TD2 Truck Driver-Solo 1.00 1.50 MH 73.970 111 Ill
$1,742.89 9.0000 MH/EA 9.00 MH [686.62] 687 605 451 1,743
21 Residential Driveway Qnau: 1.00 LS Hrs/Shft: 8.00 Cal; 508 WC:NONE
MCO2 Misc Crew(B575) 2.00 CH Prod: 0.5000 UH Lab Pes: 3.00 Eqp PCs: 2.00
4CONC Concrete SUB@112% 1.00 LS 2,200.000 2,464 2,464
811420 420 Cat Backhoe 1.00 2.00 HR 50.040 100 100
8PU350 Ford F350 Superduty 1.00 2.00 HR 22.590 45 45
GL General Laborer 2.00 4.00 MH 66.050 264 264
OP Operator 1.00 2.00 NEI 83.890 168 168
$3,041.24 6,0000 MH/LS 6.00 MH [431.98] 432 145 2,464 3,041
2K Commercial Driveway Quan: 1.00 LS Hrs/Shft: 8.00 Cal: 508 WC:NONE
MCO2 Misc Crew(13575) 2.00 CH Pr rod: 0.5000 UH Lab PCs: 3.00 Eqp PCs: 2.00
Rodarle Construction,Inc. Page 3
JAMESPUMPCO James Street Pump Station Additional War 09/15/2016 15:12
Jahn Ells Woodford Storm(Non-Biditem)Berl
Activity Desc Quantity Unit Penn Constr Equip Sub- j
Resource PCs Unit Cost Labor Material Mad/Exp Ment Contract Total
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BID ITEM = 2
Description= Woodford Storm Improvements(Non-Biditem Unit= LS Takeoff Quart: 1.000 Engr Quan: 1.000
4CONC Concrete S1UB@112% 1 00 LS 2,600,000 2,912 2,912
BB420 420 Cat Backlroe 1.00 2.00 HR 50.040 100 100
SPU350 Ford F350 Superduty 1,00 2.00 IIR 22.590 45 45
GL General Laborer 2.00 4.00 MH 66.050 264 264
OP Operator 1.00 2.00 MH 83.890 168 168
$3,489,24 6.0000 MII/LS 6.00 MH [431.98] 432 145 2,912 3,489
21, Ramp WDOT F40.12-03 Quan: 1.00 LS Hrs/ShfL• 8.00 Cal: 508 WC:NONE
MCO2 Miss Crew(B575) 1.00 CH Prod: 1.0000 UH Lab Pcs: 3.00 Eqp Pea: 2.00
4CONC Concrete SUB@112% 1.00 LS 1,600.000 1,792 1,792
8B420 420 Cat Backhoe 1.00 1.00 HR 50.040 50 50
BPU350 Ford F350 Superduty 1.00 1.00 IIR 22,590 23 23
GL Generat Laborer 2.00 2.00 MH 66.050 132 132
OP Operator 1.00 1.00 MH 83.890 84 84
$2,080.62 3.0000 MFULS 3.00 MH [215.991 216 73 1,792 2,081
2M New lin Service including Abandon Exist Quan: 1.00 LS Hrs/ShfU 8.00 Cal: 508 WC:NONE
City of Kent to Supply Meter.
MCO2 Miss Crew(B575) 6.00 CH Prod: 0,1667 Ulf Lab Pcs: ,3,00 Eqp PCs: 3.00
2PIPE Pipe Material 1.00 LS ,.. 900.000 900 900
8B420 420 Cat Backhoe 1.00 6.00 HR 50.040 300 300
BE308 Caterpillar 308'Excava 1.00 6.00 HR ST580 345 345
8PU350 Ford F350 Superduty 1.00 6,00 FIR 22,590 136 136
GL General Laborer 2.00 12.00 MH 66.050 793 793
OP Operator 1.00 6.00 MH 83,890 503 503
$2,977.20 M0000 MH/LS 18.00 MH [1295.94] 1,296 900 781 2,977
20 Reemmect Existing Pipe to New Manhole Quart: 2.00 EA Hrs/Shft: 8.00 Cal: 508 WC:NONE
24in DI to be paid at Contract Unit prices (C1347)
PIPOI Stud,Sewer Crew 4.00 CH Prod: 0.5000 UH Lab Pea: 6.00 Eqp Pcs: 6.00
2ROMAC Romac Fittings 2.00 EA 1,500.000 3,000 3,000
8B420 420 Cat Backhoc 1.00 4.00 HR 50.040 200 200
8E320 Caterpillar 320U Excav 1.00 4.00 HR 106,340 425 425
BLXP Pipe Laser 1.00 4.00 HR T000 28 28
8MBOX Trench Box 1.00 4.00 IIR 11.200 45 45
8PU350 Ford F350 Superduty 1.00 4.00 HR 22.590 90 90
STSOLO Salo Dump Truck 1.00 4.00 HR 103,680 415 415
GL General Laborer 2.00 9.00 MH 66.050 528 528
OP Operator 3.00 12.00 MII 93,890 1,007 1,007
TD2 Truck Driver-Solo Lo0 4.00 MH 73.970 296 296
$6,034.36 12.0000 M1I/EA 24.00 MH [915,49 1 1,831 3,000 1,203 6,034
> Item Totals: 2 - Woodford Storm Improvements(Non-Biditem
$51,741.06 223.0000 MH/LS 223.00 MH [17804.68] 16,605 17,402 10.817 6,916 51,741
51,741.060 1LS 16,605,16 17,402.41 10,817.49 6,916,00 51,741.06
$51,741.06 *a" Report Totals Al 223.00 MH 16,605 17,402 10,817 6,916 51,741
>>>indicates Non Additive Activity
------Report Notes:------
The estimate was prepared with TAKEOFF Quantities.
This report shows TAKEOFF Quantities with the resources.
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Rodarte Construction,Inc. Page 4
IAMESPUMPCO James Street Pump Station Additional Wor 09/15/2016 15:12
John Ells Woodford Sturm(Non-Biditem)Ravl
Activity Less Quantity Unit perm Constr Equip Sub-
Resource Pes Unit Cost Labor Material Mad/Exp Ment Contract Total
BID ITEM 2
Description= Woodford Storm Improvements(Nan-Biditcm Unit= LS Takooff Quan: 1.000 Engr Quan: 1,000
Bid Date: Owner. Engineering Firm:
Estimator-In-Charge:JR RODARTE
JOB NOTES
Estimate created on: 05/07/2008 by User$: 1 — John Ells
Source estimate used: L:\HEAVYBID\EST\CHNGMAST
created on: 08/26/2016 by User#: 1 — John Ells
Source estimate used: L:\HEAVYBID\EST\FORCEACCOUNT
*on units of MII indicate average labor unit cost was used rather than base rate.
[ ]in the Unit Cast Column=Labor Unit Cost Without Labor Burdens
In equipment resources, rent % and EOE % not = 100% are represented as XXX%YYY where XXX=Rent% and YYY=EOEo
-----Calendar Codes------
507 5 Day Week-7 Hour Day
508 8 Hour Day-S Day Week(Default Calendar)
510 10 Hour Day/S Day Week
512 12 Hour Day-5 Day Week
610 10 Hour Day-6 Day Week
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