HomeMy WebLinkAboutResolution - 2012-R0366 - Contract - Talon/LPE - Precast Buildings - 09/27/2012Resolution No. 2012-RO366
l September 27,2012
Item No. 5.13
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to
execute for and on behalf of the City of Lubbock, Contract No. 10918 for site work for
two (2) pre -cast CXT buildings, by and between the City of Lubbock and Talon/LPE of
Amarillo, Texas, and related documents. Said Contract is attached hereto and
incorporated in this resolution as if fully set forth herein and shall be included in the
minutes of the City Council.
Passed by the City Council on September 27, 2012
,VI'TEST:
Rebe ca Garza, City Secretary
APPROVED AS TO
Scott Snider, Assistant City Manager
Community Services
APPROVED AS TO FORM:
Chad Weaver, Assistant City Attorney
vw ecdocs/RES.Contract-Talon LPE
September 14, 2012
Resolution No. 2012-80366
Contract No. 10918
Work Order Signature Document
BUYBOARD EQIQC Contract No.: 2012 Area i - TAL
New Work Order F-1 Modify and Existing Work Order
Work Order Number: 013785.00 Work Order Date: 9/10/2012
Work Order Title: Site Work to Install Two (2) Buildings at Berl Huffman Complex and MacKenzie Park
Owner Name: City of Lubbock Contractor Name: Talon/LPE
Contact: Craig Wuensche Contact: Jody Henderson
Phone: (806) 77S-2665 Phone: (806) 467-0607
Work to be Performed
Work to be performed as per the Final Detailed Scope of Work Attached and as per the terms and conditions of
BuyBoard EZIQC Contract No. 2012 Area J - TAL
Brief Work Order Description:
Site Work to Install Two (2) Buildings at Berl Huffman Complex and MacKenzie Park
Time of Performance 120 Working Days. Liquidated Damages $100 per working day.
Work Order Number
013785.00
CITY OF LUBBOCK
7/1 -
Robertson, Mayor
Attest:
Rebecca Garz City Secretary
ROVE S NTENT
cott Snider, Assistant City Manager
Location
Berl Huffman Complex
Mackenzie Park
Amount of Contract
5201,940.63
JodA?Henderson, Project Manager
Talon/LPE
Owner's Represegtative
Craig Wtiepsche, Park Development Manager
AP E,D/A TO FORM:
Assistant City Attorney
r)IQC'
W:,Board'-
arP.rerh�
Detailed Scope of Work r:+a co as Ary {�c�ua
To: Jody Henderson
Talon/LPE
921 N Bivins Street
Amarillo, TX 79107
(806)467-0607
Date Printed:
Work Order Number:
Work Order Title:
Brief Scope:
❑ Preliminary
From: Craig Wuensche
City of Lubbock
1625 13th St
Lubbock, TX 79401
(806) 775-2665
September 18, 2012
013758,00
City of Lubbock - Parks and Rec. Restrooms x 2
COL Parks and Rec. Restrooms x 2
❑ Revised i -• i Final
The following items detail the scope of work as discussed at the site. All requirements necessary to accomplish the
items set forth below shall be considered part of this scope of work.
Mackenzie Park and Berl Huffman Restrooms:
As per Plans & Specs by West Texas Engineering dated September 2012.
Both Restroom pane{s will be fed with 100 amps ,per the request of the COL.
PROJECT PERFORMANCE:
Project Duration will be 120 Days
Liquidated Damages are $100.001 Day
Project Start Date: TBD by Owner
Scope of Work Page f of 1
EZ1QC - Buy Board 9/18/2012
Contractor's Price Proposal CSI - Summary
Date: September 18, 2012
Re: IQC Master Contract #-
Work Order Jt
Owner PO #:
Title:
Contractor:
Proposal Value,
2012 Area J - TAL
013758 00
City o4 Lubbock - Parks and Rec, Restrooms x 2
Talon/LPE
$201,94063
01 - General Requirements
$2,528.26
03 - Concrete
$30,575.34
15 - Mechanical
$35,939.00
22 - Plumbing
$24,237.04
26 - Electrical
$23,561.23
31 - Earthwork
$47,521.23
32 - Exterior Improvements
$1,778.69
33 - Util'ities
$31,737.48
40 - Process Integration
$4,062.36
Proposal Total
$201,940.63
Contractor's Price Proposal - Summary Page 1 of 1
EZ1QC - Buy Board 911812012
Contractor's Price Proposal CSI - Detail
Date: September 18, 2012
Re- IQC Master Contract*
2012 Area J - TAL
Work Order #:
013758.00
Owner PO #:
Title:
City of Lubbock - Parks and Rec. Restrooms x 2
Contractor:
TalonILPE
Proposal Value:
$201,94063
Sect Item Modifier UOM Description
03 11
Line Total
Labor Equip. Material (Excluded it marked with an X)
01 - General Requirements
1 01 22 20 00 0010 HR ElectricianTasks in the CTC include appropriate costs to cover labor. These
Quantity Unit Price
$1,254.13
tasks will be requested specifically by the owner for miscellaneous work not
covered in the CTC.
Installation 1,34800 x 3.86 x
Quantity Unit Price Factor
Total
Installation 3000 x 32.92 x 1.2800
1,254.13
13 00 0011 0003
Additional labor for non standard electrical hook up of portable restroom.
2 01 22 20 00 0010 HR ElectricianTasks in the CTC include appropriate costs to cover labor. These
$1,264.13
tasks will be requested specifically by the owner for miscellaneous work not
Quantity Unit Price
Factor
covered in the CTC.
Quantity Unit Price Factor
Total
Installation
1,34800 x 1.29 x
Installation 30.00 x 32,92 x 1.2800
1,264.13
Additional labor for non standard electrical hook up of portable restroom.
03 11
13 00 0011 0005
Subtotal for 01 - General Requirements
$2,528,26
03 - Concrete
3
03 11
13 00 0011
SF X12" High Slab Edge and 61ock-Out Wood Formwork
$6,660.20
Quantity Unit Price
Factor
Total
Installation 1,34800 x 3.86 x
1.2800
6,560.20
4
03 11
13 00 0011 0003
For Curved Formwork, Add
$2,225.82
Quantity Unit Price
Factor
Total
Installation
1,34800 x 1.29 x
=
1,2800
2,225.82
5
03 11
13 00 0011 0005
For < 1000, Add
$362.11
Quantity Unit Price
Factor
Total
Installation 4�0,00 x 0.69 x
1.2800 3
362.11
8
03 11
13 00 0011
SF X12" High Slab Edge and Block -Out Wood Formwork
$2.025.73
Quantity Unit Price
Factor
Total
Installation 410.00 x 3.86 x
1-2800
2,025.73
7
03 11
13 00 0011 0005
For < 1000, Add
$362.11
Quantity Unit Price
Factor
Total
Installation 41000 x 0.89 x
1.2800
362.11
8
03 21
11 00 0006
TON Grade 60 Reinforcing Steel, Footings And Slabs, 113-118
$6,639.85
Quantity Unit Price
Factor
Total
Installation 323 x 1,606,00 x
t 2860 Y
8,839,85
9
03 21
11 00 0006
TON Grade 80 Reinforcing Steel, Footings And Slabs, 11348
$1,891 23
Quantity Unit Price
Factor
Total
Installation
0.92 x 1,60600 x
12800
1,89123
10
03 31
13 00 0021
CY Direct Chute, Place 3000 PSI Concrete Grade Seams
$1,802.75
Quantity Unit Price
Factor
Total
Installation 14.00 x 100,60 x
1 2800 '
1,802.75
Contractor's Price Proposal - Oetail Page 1 of 14
E7JQC - Buy Board 911812012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rea. Restrooms x 2
Sect Itam Modifier UOM Description Line Total
Labor Equip. Material [Excluded it marked with an XI
03 - Concrete
11 03 31 13 00 0021 0043 For Up To 20, Add $73 83
Quantity Unit Pnce Factor Total
Installation 14.00 x 4.12 x i 2800 1383
12 03 31 13 00 0021
CY Direct Chute, Place 3000 PSI Concrete Grade Beams
16 00 0189
LF 2" Inside Diameter Copper Pipefrubing Type L
58,953.47
22 - Plumbing
Quantity Unit Price
Factor
Total
17 22 11 16 00 0185
Installation 54.00 x 100.60 x
1.2800 J
6,953.47
$275.20
13 03 35 16 00 0005
SF Concrete Floor Finishes, Steel Trowel
Factor
Total
S126.72
Quantity Unit Price
Factor
Total
For Type K Tubing Instead Of Type L, Add
10 22 11 16 00 0185
Installation 220.00 x 0.45 x
1.2800 '
126.72
$275.20
14 03 35 18 00 0005 0054
For � 50 To 250 SF, Add
Factor
Total
$128.72
Quantity Unit Price
Factor
Total
12800 '
96.00
Installation 220,00 x 0,45 x
1.2800
126.72
18 000189 0026
15 03 35 18 oa 0005
SF Concrete Floor Finishes, Steel Trowel
$23.55
$1,324.80
Quantity Unit Price
Factor
Total
Total
Installation 2,300.00 x 0.45 x
1 2800 '
1,324.80
Installation 20A0 x 092 x
Subtotal for 03 - Concrete
23.55
22
$30,575.34
15 - Mechanical
LF 2" Inside Diameter Copper Pipefrubing Type L
$52736
1s 150110 0050
EA Upgrade ISR station components to sfsndardaed COL specOleetions per dkent,request
'
00
Factor
Total
.. _, ..--. .,.�.. ..,.._... .ay ..-,.
........ ..-.. ., .. �llantlt} •� j hit Hce"";. , '
- iC't gs"tr
4+I +!
i•w. ..
NPP
Installation 1.00 x` " . ' 36.934 00 : >E
1.000 1 s
_
3tl"939 aG
Upgrade IN station components to stsndvdtsse COL spedllcatlans pair client requast. ,
Subtotal for 15 - Mechanical
22 11
16 00 0189
LF 2" Inside Diameter Copper Pipefrubing Type L
$35,939.00
22 - Plumbing
$527.38
17 22 11 16 00 0185
LF 314" Inside Diameter Copper Pipe/Tubing Type L
Total
$275.20
Quantity Unit Price
Factor
Total
527,38
Installation_
50.00 x 4.30 x
1.2800
275.20
For Type K Tubing Instead Of Type L, Add
10 22 11 16 00 0185
LF 314" Inside Diameter Copper Piperrubing Type L
$96 00
$275.20
Quantity Unit Price
Factor
Total
installation 50.00 x 430 x
1.2800
275.20
12800 '
19
22 11
16 00 0189
LF 2" Inside Diameter Copper Pipefrubing Type L
$527.38
Quantity Unit Price
Factor
Total
Installation 20.00 x 2060 X
12800
527,38
20
22 11
18 00 0189 0011
For Type K Tubing Instead Of Type L, Add
$96 00
Quantity Unit Price
Factor
Total
Installation 2000 x 375 x
12800 '
96.00
21
22 11
18 000189 0026
For Work In Restricted Working Space, Add
$23.55
Quantity Unit Price
Factor
Total
Installation 20A0 x 092 x
1 2800 '
23.55
22
22 11
16 00 0189
LF 2" Inside Diameter Copper Pipefrubing Type L
$52736
Quantity Unit Price
Factor
Total
Installation 2000 x 2060 x
1 2800
527.36
Contractor's Price Proposal . Detail
Page 2 of 14
EZ10C - guy Board
911812012
Contractor's Price Proposal - Detail Continues..
Work Order Number- 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restrooms x 2
26
Sect.
Item
Modifer UOM Description
EA 314" 90 Degree Elbow, Capper
Line Total
Labor
Equip. Material
(Excluded if marded with an X)
22 - Plumbing
Factor
Total
23
22 11
16 00 0189
0017 For Type K Tubing Instead Of Type L, Add
x
1 2800 '
596,00
27
22 11
Quantity Unit Price
Factor
Total
$112,97
Installation 20.00 x 3.75 x
1.2800 J
96.00
24
22 11
16 00 0189
0026 For Work In Restricted Working Space, Add
$2355
Installation
2.00 x 44.13
Quantity Unit Price
Factor
Total
28
22 11
16 00 0213
Installation 2000, x 0.92 x
12800 '
23.55
25
22 11
16 00 0209
EA 314" 90 Degree Elbow, Copper
$82.53
Factor
Total
Quantity Unit Price
Factor
Total
Installation 2,00 x 9,70
x
Installation 4.00 x 16.12 x
12800 '
82.53
29
26
22 11
16 00 0209
EA 314" 90 Degree Elbow, Capper
$82.53
Quantity Unit Price
Factor
Total
Installation 4.00 x 1812
x
1 2800 '
82.57
27
22 11
16 00 0213
EA 2" 90 Degree Elbow, Copper
$112,97
Quantity Unit Price
Factor
Total
Installation
2.00 x 44.13
x
�
12600 -
112.97
28
22 11
16 00 0213
0026
For Work In Restricted Working Space, Add
$17,15
Quantity Unit Price
Factor
Total
Installation 2,00 x 9,70
x
1.2800
17.15
29
22 11
16 00 0213
EA 2" 90 Degree Elbow, Copper
$112,97
Quantity Unit Price
Factor
Total
Installation 2.00 x 44.13
x
1.2800
112.97
30
22 11
18 00 0213
0026
For Work In Restricted Working Space, Add
517,15
Quantity Unit Price
Factor
Total
Installation 2,00 x 6.70
x
12800 '
17.15
31
22 11
18 00 0228
EA 3/4" 45 Degree Elbow, Copper
$174.39
Quantity Unit Price
Factor
Total
Installation
8.00 x 17.03
x
1.2600
174.39
32
22 t 1
16 00 0228
EA 314" 45 Degree Elbow, Copper
$174.39
Quantity Unit Price
Factor
Total
Installation 8.00 x 1703
x
1.2800 '
174.39
33
22 11
18 00 0232
EA 2" 45 Degree Elbow, Copper
$109.00
Quantity Unit Price
Factor
Total
Installation 2.00 x 42.58
x
12500 '
109.04
34
22 11
16 00 0232
0026
For Work In Restricted Working Space, Add
$17,15
Quantity Unit Price
Factor
Total
Installation 2,00 x 8.70
x
12800 '
17,15
35
22 t1
16 00 0232
EA 2" 45 Degree Elbow, Copper
$109.00
Quantity Unit Price
Factor
Total
Installation 2.00 x 42.58
x
12800 a
109.40
36
22 11
t6 00 0232
0028
For Work In Restricted Working Space, Add
$17.15
Quantity Unit Price
Factor
Total
Installation 2.00 x 8.70
x
12800 a
17.15
Contractors Price Proposal - Detail Page 3 o1 14
EZlQC - Buy Board 911812012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restrooms x 2
Sect Item Modifer UCM Description Line Total
Labor Equip. Material (Excluded if marked with an XI
22 - Plumbin
22 11
18 00 0283
EA 314" Reducing Copper Coupling
37 22 11 18 CO 0269
EA 314" Straight Copper Coupling
$19778
Quantity Unit Prion
Quantity
Unit Price
Factor
Total
InsWtabon 1000 x
1545 x
12800
197.78
38 22 11 16 00 0269
EA 314" Straight Copper Coupling
22 11
16 00 0298
$197.76
Quantity
Unit Price
Factor
Total
Installation 10.00 x
15.45 x
12800
197.76
39 22 11 16 00 0283
EA 3l4" Reducing Copper Coupling
Instailafion 4.00 x 15.92 x
$77.98
81.51
Quantity
Unit Price
Factor
Total
EA 314" Copper Adapter, Male
Installation4 00 x
15.23 x
1 2800
77.98
40
22 11
18 00 0283
EA 314" Reducing Copper Coupling
$77.98
Quantity Unit Prion
Factor
Total
Installation4.00 x 15.23 x
12800
77,98
41
22 11
16 00 0298
EA 314" Copper Adapter, Male
381.51
Quantity Unit Price
Factor
Total
Instailafion 4.00 x 15.92 x
1.2800 _
81.51
42
22 11
18 00 0298
EA 314" Copper Adapter, Male
$81.51
Quantity Unit Price
Factor
Total
Installation 4.00 x 15.92 x
12800 y
81.51
43
22 11
18 00 0365
EA 2" Copper Flange, Sweat
$120.18
Quantity Unit Price
Factor
Total
Installadan 1.00 x 93.89 x
1.2800
120.18
44
22 11
16 00 0365
EA 2" Copper Flange, Sweat
$120.18
Quantity Unit Price
Factor
Total
Installation 1.00 x 93,89 x
1,2800
120.18
45
22 11
19 00 0093
EA 112" Trap Primer, Flow Through Type With Sediment Strainer
$217.19
Quantity
Quantity Unit Price
Factor
Total
Installation
00 x 42.42 x
124100
217,19
48
22 11
19 00 0093
EA 1!2" Trap Primer, Flow Through Type With Sediment Strainer
$217.19
Quantity Unit Price
Factor
Total
Installation 4.00 x 42.42 x
1.2800
217.19
47
22 13
16 00 0997
LF 4" Schedule 40 ABS -PVC DVW Pipe
$1,42338
Quantity Unit Price
Factor
Total
Installation 200.00 x 5.56 x
12800
1,423.36
48
22 13
15 00 0997 0034
For Work In Restricted Working Space, Add
$258.56
Quantity Unit Price
Factor
Total
Installation 200.00 x 101 x
12800
258.56
49
22 13
18 00 0997
LF 4" Schedule 40 ASS -PVC DVW Pipe
$1,423.38
Quantity Unit Price
Factor
Total
Installation
20000 x 5,56 x
12800 -
1,425.36
50
22 t3
18 00 0997 0034
For Work In Restricted Working Space, Add
$258.50
Quantity Unit Price
Factor
Total
Installation 20000 x 1.01 x
12800
258.56
Contractor's Price Proposal - Detail Page 4 of 14
EZ1QC - Buy Board 9/18/2012
Contractor's Price Proposal - Detail Continues...
Work Order Number: 313758.00
Work Order Title: City of Lubbock - Parks and Rec. Restrooms x 2
Contractor's Pre& Proposal - Detail Page 5 of 14
EZlQC - Buy Board 9/18/2012
Sect
Item
Modifer UOM Description
Line Total
Labor
Equip. Material
(Excluded if marked with an x)
22 - Plumbing
51
22 13
16 00 0998
LF 6" Schedule 40 ABS -PVC DVW Pipe
$520.96
Quantity Unit Price
Factor
Total
Installation 50.00 x 8.14
x
12800
520.96
52
22 13
16 00 0998
LF 6" Schedule 40 ABS -PVC DWV Pipe
$52098
Quantity Unit Price
Factor
Total
Installation 50.00 x 8.14
x
12800 '
520.98
53
22 13
18 00 1006
EA 4" Schedule 40 ABS -PVC DVW 114 Bends
$405.50
Quantity Unit Prtce
Factor
Total
Installation 16,00 x 19.80
x
12800 ,
405.50
54
22 13
16 00 1006
EA 4" Schedule 40 ABS -PVC DVW 114 Bands
3405.50
Quantity Unit Price
Factor
Total
Installation 16.00 x 19.80
x
1.2800 =
405,50
55
22 13
16 00 1014
EA 4" Schedule 40 ABS -PVC DWV 118 Bends
$383,39
Quantity Unit Price
Factor
Total
Installation 1&00 x 18-72
x
12800 =
383.39
58
22 13
18 00 1014
EA 4" Schedule 40 ABS -PVC DVN/ 118 Bends
$383.39
Quantity Unit Price
Factor
Total
Installation 16.00 x 18,72
x
1.2800
383.39
57
22 13
16 00 1022
EA 4" Schedule 40 ABS -PVC DVW Sanitary Tees
$308.94
Quantity Unit Price
Factor
Total
Installation 8.00 x 30.17
x
1.2800
308.94
58
22 13
18 00 1022
EA 4" Schedule 40 ABS -PVC DWV Sanitary Tees
$308.94
Quantity Unit Price
Factor
Total
Installation 8.00 x 30.17
x
12800
308.94
59
22 13
16 00 1023
F -A 6" Schedule 40 ABS -PVC DWV Sanitary Tees
$394.75
Quantity Unit Price
Factor
Total
Installation 4.00 x 77.10
x
1,2800
394.75
60
22 13
18 00 1023
EA 6" Schedule 40 ABS -PVC DWV Sanitary Tees
$394.75
Quantity Unit Price
Factor
Total
Installation 4.00 x 77.10
x
12800
394.75
61
22 13
18 00 1048
EA 4" Schedule 40 ABS -PVC DVW P -Traps
$273..00
Quantity Unit Price
Factor
Total
Installation 400 x 53.32
x
1.2800
27100
62
22 13
18 00 1048
EA 4" Schedule 40 ABS -PVC DWV P -Traps
$273.00
Quantity Unit Price
Factor
Total
Installation 4.00 x 5332
x
t 2800
273.00
63
22 13
t8 00 1070
EA 4" Schedule 40 ABS -PVC DVW Wyes
$35820
Quantity Unit Price
Factor
Total
Installation 8.00 x 34.98
x
12800 ,
358.20
64
22 13
16 00 1070
EA 4" Schedule 40 ABS -PVC DWV Wyes
$35820
Quantity Unit Price
Factor
Total
Installation 8.00 x 3498
x
1 2800 '
358.20
Contractor's Pre& Proposal - Detail Page 5 of 14
EZlQC - Buy Board 9/18/2012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restroorns x 2
Sect Item Modify UOM Description Line Total
La11or Equip. Material tExcluded If maAed with an x)
22 - Plumbing
65 22 13 16 00 1105 EA. 4" Schedule 40 ABS -PVC DWV Clean Out Tees With Plug 5472.99
Quantity Unit Price Factor Total
Installation 4.00 x 92.38 x 12800 472.99
66
22 13
16 00 1105
EA 4" Schedule 40 ABS -PVC DWV Clean Out Tees With Plug
$472.99
Quantity Unit Price
Factor
Total
Installation 400 x 92.38 x
12800 2
472.99
67
22 13
18 0o 1108
EA 8" Schedule 40 ABS -PVC DWV Clean Out Tees With Ptug
$908.75
Quantity Unit Price
Factor
Total
Installation 4.00 x 177.49 x
1.2800 '
908.75
68
22 13
18 00 1106
FA 6" Schedule 40 ABS -PVC DVW Clean Out Tees With Plug
$908.75
Quantity Unit Price
Factor
Total
Installation 4.00 x 177.49 x
12800 '
908.75
69
22 13
16 00 1125
Fro 4" Schedule 40 ABS -PVC Couplings
5437,50
Quantity Unit Price
Factor
Total
Installation 2000, x 17.09 x
12800
437.50
70
22 13
18 00 1125
FA 4" Schedule 40 ABS -FVC Couplings
$437.50
Quantity Unit Price
Factor
Total
Installation 20.00 x 17.09 x
1.2800
437,50
71
22 13
16 00 1126
EA 6" Schedule 40 ABS -PVC Couplings
5170,70
Quantity Unit Price
Factor
Total
Installation 4.00 x 33.34 x
1.2800
170.70
72
22 13
le 00 1128
EA 6" Schedule 40 ABS -PVC Couplings
$170.70
Quantity Unit Price
Factor
Total
Installation 4,00 x 33.34 x
1.2800
170.70
73
22 13
19 13 0017
FA 12-518" Round Top Floor Drain With 4" Outlet Cast Iron Top
$1,696.58
Quantity Unit Price
Factor
Total
Installation 4.00 x 331.36 x
1,2800 '
1,896.58
74
22 13
19 13 0017
0081
EA For Ductile Iron Grate, Add
$0.00
Quantity Und Price
Factor
Total
Installation 000 x 53.00 x
1.2800 '
0.00
75
12 13
19 13 0017
0205
EA For Primer Tap, Add
$171.52
Quantity Unit Price
Factor
Total
Installation 400 x 33.50 x
1 2800 '
171.52
78
22 13
19 13 0017
0207
FA For Vandal Proof Screws, Add
$156.16
Quantity Unit Price
Factor
Total
Installation 400 x 30.50 x
12800 '
156.16
77
22 13
19 13 0017
EA 12-518" Round Top Floor Drain With 4" Outlet, Cast Iron Top
$1,698.58
Quantity Unit Price
Factor
Total
Installation 4.00 x 331 3e x
12800 3
1.696,56
78
22 13
19 13 0017
0061
EA For Ductile Iron Grate, Add
$0.00
Quantity Unit Pdce
Factor
Total
Installation 000 x 53.00 x
1 2800
0.00
Contractors Price Proposal - Detail Page 6 of 14
EVOC - Buy Board 9/1812012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restrooms x 2
Sect, Item Modifer UOM Oeecriptlon Line Total
Labor Equip. Material (Excluded if marked with an Xy
2.2 - Plumbing
22 13 29
13 0032
EA Float Switch Copper Coated Float, Add, Weather Proof For vertscal sewage
MLF p8 AWG Cable - XLP (XHHW). 600 V, Single Stranded, Placed In Conduit
79 22 13 19 13 0017 0205
_
EA For Primer Tap, Add
$171 52 '
Quantity
Unit Price
Factor
Total
Quantity Unit Price Factor
Installation 400 x
33.50 x
12800 3
171.52
80 22 13 19 13 0017 0207
EA For Vandal Proof Screws, Add
1,250.84
19
$156.18
22 13 29
Quantity
Unit Price
Factor
Total
Installation
400 x
30.50 x
1.2800
156.18
81
22 13 29
13 0032
EA Float Switch Copper Coated Float, Add, Weather Proof For vertscal sewage
MLF p8 AWG Cable - XLP (XHHW). 600 V, Single Stranded, Placed In Conduit
$1,250.84
$1,265.52
pumps
Quantity Unit Price Factor
Total
Quantity Unit Price Factor
Total
Installation 0.90 x 1,098.54 x 12800
1,265.52
Installation 2.00 x 488.81 x 1 2800 '
1,250.84
19
82
22 13 29
t6 0037
EA High-water Alarm For Submersible Sewage Pump
S441.09
Quantity Unit Price Factor
Quantity Unit Price Factor
Total
Installation 2.00 x 172.30 x 1.2800
441.09
63
22 13 29
16 0038
EA Float Switch For Submersible Sewage Pump
MLF k4 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed rn Conduit
$7489
$1,117,68
Quantity Unit Price Factor
Total
Quantity Unit Price Factor
Total
Installation 1.00 x 58.51 x 12800
74,89
84
22 13 29
33 0017
EA 48" Diameter x 48" High Fiberglass Basin And Lid With Inlet And Hub
26 05
$1,528.70
16 0028
MLF M3 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
Quantity Unit Price Factor
Total
Quantity Unit Price Factor
installation 1,00 x 1,194.30 x 12800
1,528,70
Subtotal for 22 - Plumbing
$24,237.04
26 - Electrical
85
26 05 19
16 0022
MLF #10 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed In Conduit
$1,498.11
Quantity Unit Price Factor
Total
Installation 220 x 532.00 x 1,280Q
1,498.11
88
26 05 19
16 0023
MLF 08 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed In Conduit
$9570
Quantity Unit Price Factor
Total
Installation 0.10 x 74787 x 12800
95,70
87
28 05 19
16 0024
MLF U6 AWG Cable - XLP (XHHW). 600 V. Single Stranded, Placed In Conduit
$112.49
Quantity/ Unit Price Factor
Total
Installation 008 x 1,098.54 x 1 2800 '
112.49
88
26 05
19
18 0024
MLF p8 AWG Cable - XLP (XHHW). 600 V, Single Stranded, Placed In Conduit
$1,265.52
Quantity Unit Price Factor
Total
Installation 0.90 x 1,098.54 x 12800
1,265.52
89
28 05
19
16 0025
MLF M4 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed In Condud
$1,117.68
Quantity Unit Price Factor
Total
Installation 055 x 1,58782 x 1.2800
1,117.68
90
28 05
19
16 0025
MLF k4 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed rn Conduit
$1,117,68
Quantity Unit Price Factor
Total
Installation 055 x 1,58762 x 1.2800
1,117.68
91
26 05
19
16 0028
MLF M3 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
$49.21
Quantity Unit Price Factor
Total
Installation 002 x 1,922-24 x 12800
49,21
Contractors Price Proposal - Detail Page 7 of 14
EZIQC - Buy Board 9118/2012
Contractor's Price Proposal - Detail Continues..
Work
Order Number:
013758.00
Work Order Title:
City of Lubbock - Parks and Rec. Restrooms x 2
Sect
Item
Modifer UOM Description
Line Total
Labor
Equip.
Material
(Excluded if marked with an X)
26 - Electrical
92
26 05 19
16 0026
MLF #3 AWG Cable - XLP (XHHW), 600 V, Single Stranded, Placed In Conduit
$4921
Quantity Und Price Factor
Total
Installation
0.02 x 1,922-24 x 12800
49,21
93
26 05 19
16 0027
MLF #2 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
$899.43
Ouantity Unit Price Factor
Total
Installation 030 x 2,34228 x 1.2800 o
899.43
94
26 05 19
16 0028
MLF 01 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
$588.25
Quantity Unit Price Factor
Total
Installation 0.15 x 3,05336 x 1,2800 =
586.25
95
28 05 19
16 0028
MLF 01 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
$588.25
Quantity Unit Price Factor
Total
Installation 015 x 3,053,36 x 1.2800 '
588.25
96
26 05 19
16 0030
MLF 210 AWG Cable - XLP (XHHVV), 600 V, Single Stranded, Placed In Conduit
$468.47
Quantity Unit Price Factor
Total
Installation 0.08 x 4.574.93 x 1,2800
486.47
97
26 05 19
18 0031
MLF 310 AWG Cable - XLP (XHHW), 600 V. Single Stranded, Placed In Conduit
$502.83
Quantity Unit Price Factor
Total
Installation
0.07 x 5,811.90 x 1.2800 _
502.83
98
26 05 33
13 0049
LF 2" RGS Conduit With Coupling, Mounted Exposed On Flat Well
$215.55
Quantity Unit Price Factor
Total
Installation 20.00 x 8.42 x 1.2800
215.55
99
26 05 33
13 0049
LF 2" RGS Conduit With Coupling, Mounted Exposed On Fiat Wail
$215.55
Quantity Unit Price Factor
Total
Installation 20.00 x 8.42 x 1.2800
21555
100
26 05 33
13 0050
LF 2-112" RGS Conduit WSth Coupling, Mounted Exposed On Flat Wall
$332.03
Quantity Unit Price Factor
Total
Installation 20.00 x 12.97 x 1,2800 m
332.03
101
28 05 33
13 1339
LF 1" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling
$908.24
Quantity Unit Price Factor
Total
Installation
600.00 x 1,18 x 1.2800
908.24
102
26 OS 33
13 1339
LF 1" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling
$908.24
Quantity Unit Price Factor
Total
Installation 600.00 x 1.18 x 1.2800
906.24
103
26 05 33
13 1340
LF 1-1l4" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling
$58.45
Quantity Unit Price Factor
Total
Installation 30.00 x 1.47 x 1.2800
58.45
104 28 05 33 13 1340 LF 1-114" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling $225.79
Quantity Unit Price Factor Total
Installation 120.00 x 147 x 12800 s 225.79
105 26 05 33 13 1341 LF 1-112" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling $11.98
Quantity Unit Price Factor Total
Installation 2000. x 164 x 12800 41.98
Contractor's Pnce Proposal - Detail Page 8 of 14
E1:ZJQC - Buy Board 9119/2012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title:
City of Lubbock - Parks and Rec. Restrooms x 2
Sect.
Item
Modifer UOM Description
Line Total
Labor
Equip, Material
(Excluded if marked with an x)
26 - Electrical
f 06
26 05
33 13 1341
LF 1-12" PVC Schedule 40 Conduit With Coupling, Direct 8urioi, Glued Coupling
$41,98
Quantity Unit Price Factor
Total
Installation 2000 x 1,64 x 12800 s
41.98
107
26 05
33 13 1343.
LF 2-112" PVC Schedule 40 Conduit With Coupling, Direct Burial, Glued Coupling
$481.92
Quantity Unit Price Factor
Total
Installation 150.00 K 251 x 1 2800
481.92
108
26 05
33 13 1352
EA 1" PVC Schedule 40 Elbow 90 Degree Direct Burial, Glued Coupling
$17,48
Quantity Unit Price Factor
Total
Installation
2.00 x 6.83 x -
12800
17.48
f09
26 05
33 13 1352
EA 1" PVC Schedule 40 Elbow 90 Degree Direct Burial, Glued Coupling
$17.48
Quantity Unit Price Factor
Total
Installation 2.00 x 6.83 x 1.2800
17,46
110
28 22
13 00 0058
EA 15 KVA, 480 V - 2081120 V, Transformer With 12 - 1 Pole / 4 - 3 Pole Max, 40
$3,674.25
A Breakers
Quantity Unit Price Factor
Total
Installation 100 x 2,870.51 x 12800 -
3,674.25
111
26 24
13 00 0308
EA 60 A, 3 Phase, 480 V Switchboard Branch Breaker
$490.74
Quantity Unit Price Factor
Total
Installation 1.00 x 383,39 x 12800
490.74
112
26 24
16 00 0029
EA 100 A With 20. 20 A Breakers, 120/240 V, 3 Wire, 1 Phase Panelboard, Main
$1,581.62
Breaker, Assembled, 24 Circuit Capacity
Quantity Unit Price Factor
Total
Installation 1.00 x 1,235.64 x 1.2800
1,581.62
113
26 24
t6 00 0029
0388 EA For Weathertight NEMA 3R Panelboards, Add
$445.44
Quantity Unit Price Factor
Total
Installation 1.00 x 346.00 x 1.2800
445.44
114
28 24
16 00 0054
EA 225 A With 32 - 20 A Breakers, 1201206 V, 4 Wire, 3 Phase Panelboard, Main
$2,805.38
Lugs, Assembled, 42 Circuit Capacity
Quantity Unit Price Factor
Total
Installation 100 x 2,191.89 x 12800 '
2,805.38
113
26 24
18 00 0054
0388 EA For Weathertight NEMA 3R Panelboards, Add
$445.44
Quantity Unit Price Factor
Total
instaitation 100 x 348,00 x 1.2800 '
445.44
116
26 24
14 00 0714
EA Fused Disconnect Type, Size 4 Space Complete With Bus And Hardware
$57158
Quantity Unit Price Factor
Total
Installation 1.00 x 44655 x 1 2800 '
571.58
117
26 24
19 00 0714
EA Fused Disconnect Type, Size 4 Space Complete With Bus And Hardware
$571 58
Quantity Unit Price Factor
Total
Installation 1 00 x 448.55 x 12800 '
57158
118
28 27
13 00 0008
EA 320 A, 3 Phase, 4 W1re, 7 Terminal Meter Socket With Bypass, And Jaw
$583.85
Release, Exposed On Wood,
Quantity Unit Price Factor
Total
Installation 1,00 x 456.13 x 12800 '
583.85
Contractors Price Proposal - Detail Page 9 of 14
EZIQC - Buy Board 9118/2012
Contractor's Price Proposal - Detail Continues.,
Work Order Number:
013758.00
Work Order Tide:
City of Lubbock - Pants and Rec. Restrooms x 2
Sect Item
Modifer UONI Description
Llne Total
Labor Equip- Material
iExcluded If marked with an XI
26 - Electrical
114 26 27 13 00 0008
EA 320 A, 3 Phase, 4 NAre, 7 Terminal Meter Socket With Bypass, And Jaw
$583.85
Release, Exposed On Wood
Quantity
Quantity Unit Price Factor
Total
Installation
x 456.13 x 12800
58385
Subtotal for 26 - Electrical
$23,561.23
31 - Earthwork
120 31 05 13 00 0011
CY Sand Fill, Washed Aggregate
$2,110.08
Quantity Unit Price Factor
Total
Installation 75.00 x 21.98 x 1.2800
2,110.08
121 31 05 13 00 0011
CY Sand Fill, Washed Aggregate
$1,125.38
Quantity Unit Price Factor
Total
Installation 40.00 x 21.98 x 1.2800 '
1,125.38
122 31 23 16 13 0005
CY Over 12" Wide, Excavation for Trenching by Machine in Loose Rock
$23,109.12
Quantity Unit Price Factor
Total
Installation x x
2,950.00 8.12 1.2800
23,109.12
123 31 23 18 13 0005
0105 For > 1000, Deduct
-$5,652.48
Unit Price Factor
Total
InstallationQuantity
2,400.00 x -1.84 x 11800
-5,852.46
124 31 23 18 13 0005
CY Over 12' Wide, Excavation for Trenching by Machine in Loose Rock
$19,740.87
Quantity Unit Price Factor
Total
Instatiation 2,520.00 x 6.12 x 12800 y
19,740.67
125 31 23 16 13 0005
0105 For > 1000, Deduct
-$5,935.10
Quantity Unit Poce Factor
Total
Installation a
2,520.00 x -1.64 x 1.2800
95,93510
128 31 23 18 13 0011
CY Backfilling or Placing Subbase for Trenches with Imported or Stockpiled
$40&34
Materials by Hand
Quantity Unit Price Factor
Tota!
Installation 35.00 x 9,07 x 12800
4D6.34
127 31 23 16 13 0011
CY Backfilling or Placing Subbase for Trenches with imported or Stockpiled
$406.34
Materials by Hand
Quantity Unit Price Factor
Tata!
Installation
35.00 x 9.07 x 12800
408.34
128 31 23 16 13 0014
CY Compaction of Fill or Subbase for Trenches by Hand
$3,600.96
Quantity Unit Price Factor
Total
Installation
276.00 x 10.23 x 1 2800
3,600.98
129 31 23 16 13 0014
CY Compaction of Fill or Subbase for Trenches by Hand
$3.60098
Quantity Unit Price Factor
Total
Installation ,
275.130 x 10.23 x 1 280
3,600.96
930 31 23 16 33 0005
CY Bulk Excavation by Hydraulic Excavator, Front End Loader, Backhoe in Loose
$196.99
Rock
Quantity Unit Price Factor
Total
Installation45
00 x 3.42 x 12800
196.99
Contractor's Price Proposal - Detail Page 10 of 14
EZ1QC - Buy Board 9/16/2012
Contractor's Price Proposal - Detail Continues..
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restrooms x 2
143 31 23 16 36 0018 cola For > 20 To 50, Add $9933
Quantity Unit Price Factor Total
Installation 4000 x 194 x 1 2800 99.33
Contractor's Price Proposal - Detail Page 11 of 14
EZJQC - Buy Board 9118/2012
Sect
Item
Modifer
UOM Description
Line Total
Labor
Equip. Material
lExctuded if marked with an 1Q
31 - Earthwork
131
31 23
16 33 0005
CY Bulk Excavation by Hydraulic Excavator, Front End Loader. Backhoe in Loose
$328.32
Rock
Quantity Unit Price Factor
Total
Installation 75,00 x 3,42 x 12800
328.32
132
31 23
16 36 0014
CY Relocating On Site Excavated Material From Excavation For Building
$32768
Foundations and Other Structures Over 500' to 1000'
Quantity Unit Price Factor
Total
Installation 5000 x 5.12 x 12800
32768
133
31 23
18 36 0014
0016
For > 20 To 50, Add
$245.78
Quantity Unit Price Factor
Total
Installation 5000 x 3.84 x 1.2600 =
245.78
134
31 23
16 36 0014
CY Relocating On Site Excavated Material From Excavation For Building
$282.14
Foundations and Other Structures Over 500' to 1000'
Quantity Unit Price Factor
Total
{nstallation 40.00 x 5.12 x 12800
262.14
135
31 23
16 36 0014
0016
For > 20 To 50, Add
$196.81
Quantity Unit Price Factor
Total
Installation=
4[1.00 x 3.84 x 1.2800
196.61
136
31 23
16 38 9014
CY Relocating On Site Excavated Material From Excavation For Building
$491.52
Foundations and Other Structures Over 500'(* 1000'
Quantity Unit Price Factor
Total
Installation 75,00 x 5.12 x 1.2800
491.52
137
31 23
16 36 0014
0017
For> 50 To 250, Add
$196.80
Quantity Unit Price Factor
Total
Installation=
75.00 x 2.05 x 1.2800
196.80
138
31 23
18 36 0014
CY Relocating On Site Excavated Material From Excavation For Building
$327,68
Foundations and Other Structures Over 500' to 1000'
Quantity Unit Price Factor
Total
Installation 50.00 x 5.12 x 1,2800
327.68
139
31 23
18 38 0014
0016
For > 20 To 50, Add
$245.76
Quantity Unit Price Factor
Total
Installation 50.00 x 3,84 x 1.2800
245.76
140
31 23
16 36 0018
CY Sackfilling Around Building Foundations And Other Structures By Hydraulic
$24760
Excavator, Backhoe, Loader
Quantity Unit Price Factor
Total
Installation 75.00 x 258 x 1.2800 =
247.88
141
31 23
16 38 0018
0017
For > 50 To 250, Add
$98.88
Quantity Unit Price Factor
Total
Installation 7500 x 1.03 x 1.2800 s
98.88
142
31 23
18 36 0018
CY Backfilling Around Building Foundations And Other Structures By Hydraulic
$132.10
Excavator, Backhoe, Loader
Quantity Unit Price Factor
Total
Instaitation 40.00 x 2.58 x 12800
132.10
143 31 23 16 36 0018 cola For > 20 To 50, Add $9933
Quantity Unit Price Factor Total
Installation 4000 x 194 x 1 2800 99.33
Contractor's Price Proposal - Detail Page 11 of 14
EZJQC - Buy Board 9118/2012
Contractor's Price Proposal - Detail Continues.,
Work Order Number: 013758.00
Work Order Title: City of Lubbock - Parks and Rec. Restraoms x 2
Sect Item Modifar
UOM Description
Line Total
Labor Equip. Material (Excluded If marked with an X)
31 - Earthwork
144 31 23 16 360019
CY Backfilling Around Building Foundations And Other Structures By Hand
$119.42
Quantity Unit Price
Factor
Total
installation Goo x 15-55 x
1 2800
119.42
145 31 23 18 360019
CY Backf4 ing Around Building Foundations And Other Structures By Hand
$796 16
Quantity Unit Price
Factor
Totai
Installation 40.00 x 15 55 x
1.2800
796.16
146 31 23 16 38 0021
CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures
$298.56
by Vibratory Plate, Air Tamper, Etcetera
Quantity Unit Price
Factor
Total
Installation 75.00 x 3.11 x
12800 2
298.58
147 31 23 18 38 0021 0021
For > 50 To 250, Add
$119.04
Quantity Unit Price
Factor
Total
Installation 75.00 x 1.24 x
1.2800 =
119.04
148 31 23 18 36 0021
CY Compaction Of Fill Or Subbase For Building Foundations and Other Structures
$159.23
by Vibratory Plate, Air Tamper, Etcetera
Quantity Unit Price
Factor
Total
Installation 40,00 x 3.11 x
1.2800
159.23
149 31 23 18 38 0021 0020
For ? 20 To 50, Add
$119.30
Quantity Unit Price
Factor
Total
Installation=
40.00 x 2.33 x
1.2800
119.30
Subtotal for 31 - Earthwork
$47,521.23
32 - Exterior Improvements
150 32 31 13 00 0149
LF 8' Galvanized Chain Link Fence, 9 Gauge Coiled Spring Mesh, Top And
•�
$1,162.75
Bottom Rails, 2-112" Line Post At 10' O.C., 3" Comer Post
Quantity Unit Price
Factor
Total
Installation 40.00 x 22.71 x
12800
1,162.75
151 32 31 13 00 0149 0179
For Installation In Concrete (Excludes Drilling), Add
$32,77
Quantity Unit Price
Factor
Total
Installation 40.00 x 0,84 x
12800 =
32.77
152 32 31 13 00 0149 0184
For 1-314" Mesh Fabric, Add
$144.90
Quantity Unit Price
Factor
Total
Installation 40.00 x 283 x
1.2800 =
144.90
153 32 31 13 00 0148 0188
For Posts 5' On Centers, Add
$230.91
Quantity Unit Price
Factor
Total
Installation 40.00 x 4.51 x
12800
230,91
154 32 31 13 00 0149 0189
For Up To 100, Add
$207.38
Quantity Unit Price
Factor
Total
installation 40.00 x 4.05 x
12800 a
207.36
Subtotal for 32 - Exterior Improvements
$1,778.69
33 - Utilities
155 33 11 13 13 0020
EA 4" Diameter Mechanical Joint Ductile Iron 90 Degree Elbow
$2,963.15
Quantity Unit Price
Factor
Total
Installation 8.00 x 289.37 x
12800 =
2,983.15
Contractor's Price Proposal - Detail Page 12 of 14
EZIQC - Buy Board 9r18l2012
Contractor's Price Proposal - Detail Continues..
$17628
Work
Order
Number:
013758.00
Installation 100 x 137,72 x
12800
178,28
Work Order Title:
City of Lubbock - Parks and Rec. Restrooms x 2
$243,47
Quantity Unit Price
Sect
Item
Modifier UOM Description
Installation 100 x 190.21 x
12800
Line Total
Labor
Equip. Material
(Excluded If marked with an X)
33 - Utilities
Contractors Price Proposal - Detail
158
33 11
13 13 0072
EA 8' x 6" Mechanical .Joint Ductile Iron Tee
9J18/2012
$56680
Quantity Unit Price
Factor
Total
Installation 1.00 x 442.03 x
1 2800
565.80
157
33 11
13 23 0007
LF 2" Class 200, SDR 21 PVC Pressure Pipe
$3,153.92
Quantity Unit Price
Factor
Total
Installation 1,600.00 x 1.54 x
12800
3.153.92
158
33 11
13 23 0007
0044 For > 1000, Deduct
-$163.84
Quantity Unit Price
Factor
Total
Installation 1,50000 x -0.08 x
12800 =
-163.84
159
33 11
13 23 0072
LF 2" Schedule 40 PVC Pipe
341,22
Quantity Unit Price
Factor
Total
Installation 20.00 x 1.61 x
1.2800
41.22
160
33 11
13 23 0072
LF 2" Schedule 40 PVC Pipe
$41 ,22
Quantity Unit Price
Factor
Total
Installation 2000, x 1.61 x
12800
41.22
161
33 11
13 23 0081
EA 2" Schedule 40 PVC 90 Degree Elbow
$36.92
Quantity Unit Price
Factor
Total
Installation 2.00 x 14,42 x
12800
36.92
162
33 11
13 23 0081
EA 2' Schedule 40 PVC 90 Degree Elbow
$36.92
Quantity Unit Price
Factor
Total
Installation 2.00 x 14.42 x
1.2800 '
38.92
163
33 11
13 23 0090
EA 2' Schedule 40 PVC 45 Degree Elbow
$36.74
Quantity Unit Price
Factor
Total
Installation 2.00 x 14.35 x
1-2800
38.74
164
33 11
13 23 0090
EA 2" Schedule 40 PVC 45 Degree Elbow
$3e.74
Quantity Unit Price
Factor
Total
Installation 2.00 x 14.35 x
1 2800
36.74
165
33 12
18 00 0007
EA 36" To 48" High, Two Piece, Screw Type, 2-112" Shaft, Round Head, Cast Iron
$136.84
Service Boxlncludes cover, top section and bottom section.
Quantity Unit Price
Factor
Total
Installation
1.00 x 108.91 x
1.2800
136.84
168
33 12
18 00 0007
EA 36" To 48" High, Two Piece, Screw Type, 2-112" Shaft, Round Head, Cast Iron
$138.84
Service Boxlncludes cover, top section and bottom section.
Quantity Unit Price
Factor
Total
Installation 100 x 106.91 x
1.2800 =
136.84
167
33 12
16 00 0180
EA 2" Threaded, Class 150, Bronze Angle Valve
3176.28
Quantity Una Price
Factor
Total
Installation 1.00 x 137.72 x
12800 a
17828
168 33 12 16 00 0180 EA 2" Threaded, Class 150, Bronze Angle Valve
$17628
Quantity Unit Price
Factor
Total
Installation 100 x 137,72 x
12800
178,28
169 33 12 16 00 0187 EA 2" Threaded Ball Meter Valve (Mueller B-20200)
$243,47
Quantity Unit Price
Factor_
Total
Installation 100 x 190.21 x
12800
243.47
Contractors Price Proposal - Detail
Page 13 of 14
EZIQC - Buy Board
9J18/2012
Contractor's Price Proposal - Detail Continues..
Work Order Number:
013758.00
Work Order Title:
City of Lubbock - Parks and Rec. Restrooms x 2
Sect Iter"
Modifier UOM Description
Line Total
La bar Equip, Material
(Excluded if marked with an X)
33 - Utilities
170 33 12 18 00 0187
EA 2" Threaded Ball Meter Valve (Mueller B-20200)
$243.47
Quantity Unit Price
Factor
Total
Installation 1.00 x 190-21 x
1.2800
243,47
171 33 31 00 00 0149
LF 6" Solvent Weld SDR 35 PVC Pipe
$3,379.20
Quantity Unit Pnce
Factor
Total
Installation 60000 x 440 x
1.2800
3,379.20
172 33 32 16 13 0002
EA 2 HP Submersible Grinder Pump, 2001208, 230V, 1 Phase, 3450 RPM, 1-112"
$0.00
Threaded DischargeZoeller 840 series.
Quantity Unit Price
Factor
Total
Installation 0.00 x 1,618.52 x
12800 '
0.00
173 33 32 16 13 0005
EA Duplex Control Panel With Auto Reversing SwitchFor Zoeller 840 series
$1,752.64
grinder pump.
Quantity Unit Price
Factor
Total
Installation 1,00 x 1,389-25 x
12800 '
1,752.84
174 33 32 16 13 0006
EA Grinder Pump, 120 Gallon Sewage Basin, t HP, 120 V Environment One
$17,670.40
Model 2012-74
Quantity Unit Price
Factor
Total
Installation 2.00 x 6,902.50 x
1.2800 '
17,870.40
175 33 39 13 00 0170
EA 24" Square Aluminum Manhole Cover With Frame
$1,073.27
Quantity Unit Price
Factor
Total
Installation 1.00 x 838.49 x
1.2800 a
1,073.27
Subtotal for 33 - Utilities
$31,737.48
40 - Process Integration
178 40 05 13 1q0218
EA Cut And Prepare 2" Stainless Steel Pipe
-
$127.49 -
Quantity Unit Price
Factor
Total
Installation 10.00 x 9.99 x
1,2800 '
127,49
177 40 05 13 19 1130
LF 2" Pipe, Stainless Steel Schedule 40 Type 316 For Butt Weld Fitting
$889,60
Quantity Unit Price
Factor
Total
Installation 20.00 x 34.75 x
1.2800
889.60
178 40 05 13 19 1199
EA 2" Flanges, Stainless Steel Schedule 40 Type 316
$3,045.27
Quantity Unit Price
Factor
Total
Installation 2400 x 99.13 x
1.2800 '
3,045.27
Subtotal for 40 - Process Integration
$4,002.38
Proposal Total $201,940.83
This total represents the correct total for the proposal. Any discrepancy between line totals,
sub -totals and the proposal total is due to rounding.
Contractor's Price Proposal - Detail Page 14 of 14
EVOC - Buy Board 911812012