HomeMy WebLinkAbout2010 CITY WIDE SIDEWALK REPLACEMENT PROJECT_UNKNOWNer
CHANGE ORDER
PROJECT: 2010 City Wide Sidewalk Replacement
OWNER: City of La Porte
604 W. Fairmont Parkway
La Porte, Texas 77571
CONTRACTOR: Center Tex Contractors
PO Box 711
Stafford, Texas 77477
CONTRACT FOR:
No. I
DATE OF ISSUANCE: 1/11/2010
You are hereby directed to make the following changes in the Contract Documents:
Description:
Increase removal and replacement quantities by 3,769 square feet
Purpose of Change Order:
To remove and replace additional sidewalk meeting the replacement criteria
Attachments: (List documents supporting change)
OWNER'S PROJECT NO. 20104501
I
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orders
$-0-
-0-
Contract Price prior to this Change Order
Contract Time prior to the Change Order
$32,092.42
_60days
Net Increase (Decrease) of this Change Order
Net Increase (De6rea A) of this Change Order
$4$1-9�—
20days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
,641-,997-6p—
110 days
RECO ENDED:
By:
Engineer
APPROVED:
By:
ontractor
CITY-WIDE S/W PROJECT
SUB -DIVISION
TOTALS
of EACH AREA
2010
LF LF
EA EA EA
EA
PLACEMENT
REMOVAL
"A- W.C.R.
"B" W.C.R.
G.V. ADJ.
M.H. ADJ.
SUB -TOTAL
FAIRMONT PARK CENTRAL
SUB -DIVISION TOTALS =1
3920.21
3974.71
0
111
0
1 0
FAIRMONT PARK WEST
GLEN MEADOWS
BROOK GLEN
PECAN CROSSING
TOWN OF LA PORTE
SUB -DIVISION
TOTALS
SUB -DIVISION TOTALS =1
278.41
08.41
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$924.291
$250.56
- $0.001
$0.001
$0.001
$0.00
$1,174.85
SUB -DIVISION TOTALS =1
1432.81
1432.81
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$4,756.90
$1,289.52
$0.001
$0.001
$0.001
$0.00
$6,046.42
SUB -DIVISION TOTALS =1
2566.41
2520.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$8,520.45
$2,268.00
$0.001
$0.001
$0.001
$0.00
$10,788.45
SUB -DIVISION TOTALS =1
344.41
344.41
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$887.101
$309.961
$0.001
$0.001
$0.001
$0.00
$1,197.06
SUB -DIVISION TOTALS =1
51.01
0.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS =
$169.321
$0.001
$0.001
$0.001
$0.001
$0.00
$169.32
SUB -DIVISION TOTALS =1
0.01
0.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$0.001
$0.001
$0.001
$0.001
$0.001
$0.001
$0.00
SUB -DIVISION TOTALS =
0.01
0.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS=
$0.001
$0.001
$0.001
$0.001
$0.001
$0.001
$0.00
SUB -DIVISION TOTALS =1
0.01
0.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS =
$0.001
$0.001
$0.001
$0.001
$0.001
$0.001
$0.00
SUB -DIVISION TOTALS =1
0.01
0.01
0
1 0
1 0
1 0
SUB -DIVISION COST TOTALS =
$0.001
$0.001
$0.001
$0.001
$0.001
$0.001
$0.00
SUB -DIVISION TOTALS =1
8593.21
8550.31
0
1 1
1 0
0
$36,768.39
SUB -DIVISION COST TOTALS =
$28,273.12
$7,695.27
$0.00
$800.00
$0.00
$0.00
$35,768.39
CITY-WIDE S/W PROJECT FAIRMONT PARK CENTRAL 1 OF1
2010
2=SF/SY/EA SF SF EA EA EA EA
AE: oR's cosT = $3.32 $0.90 $0.00 $800.00 $0.00 $0.
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
"B"
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIOW
DATE
DATE
PLACEMENT
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
10343 RUSTIC ROCK
CURBING
�
2/18/10
2/15/10
296.2
350.7
0
1
0
0
9
54.5
_ $983.38
$315.63
$0.00
$800.00
$0.00
$0.00
$2,099.01
10439 SHELL ROCK
2/18/10
2/15/10
92.0
92.0
0
0
0
0
$305.44
$82.80
$0.00
$0.00
$0.00
$0.00
$388.24
10446 SHELL ROCK
1/0100
3/3/10
153.6
153.6
0
0
0
0
$509.95
$138.24
$0.00
$0.00
$0.00 1
$0.00
$648.19
10450-10458
2/18/10
2/10/10
667.6
667.E
0
0
0
0
RUSTIC ROCK
$2,216.43
$600.84
$0.00
$0.00
$0.00
$0.00
$2,817.27
10459 RUSTIC GATE
2/18/10
2/15/10
432.8
432.8
0
0
0
0
$1,436.90
$389.52
$0.00
$0.00
$0.00
$0.00
$1,826.42
10451 -10459
2118/10
2/15/10
656.8
656.8
0
0
0
0
QUIET HILL
$2,180.58
$591.12
$0.00
$0.00
$0.00
$0.00
$2,771.70
10435 QUIET HILL
2/19/10
2/16/10
171.6
171.6
0
0
0
0
$569.71
$154.44
$0.00
$0.00
$0.00
$0.00
$724.15
10431 QUIET HILL
2/19/10
2/16/10
92.4
92.4
0
0
0
0
$306.77
$83.16
$0.00
$0.00
$0.00
$0.00
$389.93
10451-10459
2/19/10
2/16/10
827.2
827.2
0
0
0
0
COLLINGSWOOD
$2,746.30
$744.48
$0.00
$0.00
$0.00
$0.00
$3,490.78
FARRINGTON
2/22/10
2/17/10
530.0
530.0
0
0
0
0
NW COR CLLNGWD
$1,759.60
$477.00
$0.00
$0.00
$0.00
$0.00
$2,236.60
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
1 0.00
$0.00
$0.00
$0.00
110/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0100
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUB -DIVISION TOTALS =1
3920.21
3974.71
0
1 1
1 0
1 0
$17,392.29
SUB -DIVISION COST TOTALS =
$13,015.061
$3,577.231
$0.001
$800.001
$0.001
$0.001
$17,392.29
CITY-WIDE S/W PROJECT I FAIRMONT PARK WEST
2010
PER =SF/SY/EA SF SF EA
'TRACTOR'S COST
= $3.32 $0.90 $1
1 OF 1
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
"B"
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIONE
DATE
DATE
PLACEMENT
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
10022 STONEMONT
2/19/10
2/18/10
278.4
278.4
0
0
0
0
$924.29
$250.56
$0.00
$0.00
$0.00
$0.00
$1,174.85
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
110/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
1 $0.00
1 $0.00
1 $0.00
1 $0.00
1 $0.00
$0.00
SUB -DIVISION TOTALS =1
278.41
278.41
0
1 0
1 0
1 0
$1,174.85
SUB -DIVISION COST TOTALS =
$924.29
$250.56
$0.00
$0.00
$0.00
$0.00
$1,174.85
CITY-WIDE S/W PROJECT
2010
COST =
GLEN MEADOWS I i'oF i
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
"B"
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIONE
DATE
DATE
PLACEMENT
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
5214
2/26/10
2/18/10
134.8
134.8
0
0
0
0
MEADOW CREST
$447.54
$121.32
$0.00
$0.00
$0.00
$0.00
$568.86
5118
2/26/10
2/19/10
199.6
199.6
0
0
0
0
MEADOW CREST
$662.67
$179.64
$0.00
$0.00
$0.00
$0.00
$842.31
5122
2/26/10
2/18/10
134.8
134.8
0
0
0
0
MEADOW CREST
$447.54
$121.32
$0.00
$0.00
$0.00
$0.00
$568.86
5121
2/26/10
2/18/10
190.0
190.0
0
0
0
0
MEADOW CREST
$630.80
$171.00
$0.00
$0.00
$0.00
$0.00
$801.80
5034
2/26/10
2/19/10
25.6
25.6
0
0
0
0
MEADOW CREST
$84.99
$23.04
$0.00
$0.00
$0.00
$0.00
$108.03
5009
2/26/10
2/18/10
251.6
251.6
0
0
0
0
CREEK VIEW
$835.31
$226.44
$0.00
$0.00
$0.00
$0.00
$1,061.75
5017
2/26/10
2/18/10
149.2
149.2
0
0
0
0
CREEK VIEW
$495.34
$134.28
$0.00
$0.00
$0.00
$0.00
$629.62
5225
2/26/10
2/19/10
98.0
98.0
0
0
0
0
CREEK VIEW
$325.36
$88.20
$0.00
$0.00
$0.00
$0.00
$413.56
5226
2/26/10
2/19/10
249.2
249.2
0
0
0
0
CREEK VIEW
$827.34
$224.28
$0.00
$0.00
$0.00
$0.00
$1,051.62
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
1 $0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUB -DIVISION TOTALS =1
1432.81
1432.81
0
1 0
1 0
1 0
1 $6,046.42
SUB -DIVISION COST TOTALS=
$4,756.90
$1,289.52
$0.001
$0.001
$0.001
$0.001
$6,046.42
CITY-WIDE S/W PROJECT
2010
I BROOK GLEN/COLLEGE VIEW I i'oF i
PER=SF/SY/EA
COST =
SF I SF
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
B.
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIONE
DATE
DATE
PLACEMENT
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
8706
PLACEMENT
2/27/10
2/22/10
470.8
424.4
0
0
0
0
COLLINGDALE
ONLY=46.4
$1,563.06
$381.96
$0.00
$0.00
$0.00
$0.00
$1,945.02
8714
2/27/10
2/22/10
200.4
200.4
0
0
0
0
COLLINGDALE
$665.33
$180.36
$0.00
$0.00
$0.00
$0.00
$845.69
8715
2/27/10
2/22/10
94.4
94.4
0
0
0
0
COLLINGDALE
$313.41
$84.96
$0.00
$0.00
$0.00
$0.00
$398.37
8722
2/27/10
2/22/10
203.6
203.6
0
0
0
0
COLLINGDALE
$675.95
$183.24
$0.00
$0.00
$0.00
$0.00
$859.19
8726
2127/10
2/22/10
203.2
203.2
0
0
0
0
COLLINGDALE
$674.62
$182.88
$0.00
$0.00
$0.00
$0.00
$857.50
8731
2127/10
2/22/10
282.0
282.0
0
0
0
0
COLLINGDALE
$936.24
$253.80
$0.00
$0.00
$0.00
$0.00
$1,190.04
8735
2/27/10
2/22/10
238.4
238.4
0
0
0
0
COLLINGDALE
$791.49
$214.56
$0.00
$0.00
$0.00
$0.00
$1,006.05
8722
POURED
FORMED
2/27/10
2/22/10
200.8
200.8
0
0
0
0
BEECHAVEN
162.0
38.8
$666.66
$180.72
$0.00
$0.00
$0.00
$0.00
$847.38
8723
2/27/10.
2/22/10
153.2
153.2
0
0
0
0
BEECHAVEN
$508.62
$137.88
$0.00
$0.00
$0.00
$0.00
$646.50
3143
POURED
FORMED
2/27/10
2/22/10
519.6
519.6
0
0
0
0
SOMERTON
352.4
167.2
$1,725.07
$467.64
$0.00
$0.00
$0.00
$0.00
$2,192.71
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
1 $0.00
1 $0.00
1 $0.00
1 $0.00
SUB -DIVISION TOTALS =1
2566.41
2520.01
0
1 0
1 0
1 0
$10,788.45
SUB -DIVISION COST TOTALS =
$8,520.45
$2,268.00
$0.001
$0.001
$0.001
$0.001
$10,788.45
CITY-WIDE S/W PROJECT
0
PECAN CROSSING
SY/EA
'S COST =
EA
SHEET
1 OF 1
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
B.
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIONE
DATE
DATE
PLACEMENI
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
9214
1/0/00
2/25/10
54.4
54.4
0
0
0
0
CADDO
$180.61
$48.96
$0.00
$0.00
$0.00
$0.00
$229.57
9218
1/0/00
2125/10
77.2
77.2
0
0
0
0
CADDO
$0.00
$69.48
$0.00
$0.00
$0.00
$0.00
$69.48
3806
1/0/00
2/25/10
132.4
132.4
0
0
0
0
STUART
$439.57
$119.16
$0.00
$0.00
$0.00
$0.00
$558.73
9209
1/0/00
2/25/10
80.4
80.4
0
0
0
0
MAHAN
$266.93
$72.36
$0.00
$0.00
$0.00
$0.00
$339.29
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
1
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUB -DIVISION TOTALS =1
344.41
344.41
0
1 0 1
0
1 0
1$1,197.OE
SUB -DIVISION COST TOTALS=
$887.101
$309.961
$0.001
$0.001
$0.001
$0.001
$1,197.06
3/W PROJECT I TOWN OF LA PORTE
2010
irtiIIIIIIIIIIIIII �a•��a. Wl
COST =
EA
SHEET
1 OF 1
ADDRESS / LOCATION
PROPOSED
SPECIAL
PLACEMENT
REMOVAL
ACTUAL
ACTUAL
"A"
"B"
G.V.
M.H.
SUB -TOTAL
ACTION
CONDITIONE
DATE
DATE
PLACEMENI
REMOVAL
W.C.R.
W.C.R.
ADJ.
ADJ.
COST
902 S. 2ND ST.
PLACEMENT
1/0/00
1/0/00
51.0
0.0
0
0
0
0
ONLY
$169.32
$0.00
$0.00
$0.00
$0.00
$0.00
$169.32
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
110100
1/0100
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
1/0/00
1/0100
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
1 $0.00
1 $0.00
$0.00
1/0/00
1/0/00
0.0
0.0
0
0
0
0
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
SUB -DIVISION TOTALS =1
51.01
0.01
0
1 0
1 0
1 0
$169.32
SUB -DIVISION COST TOTALS=
$169.321
$0.001
$0.001
$0.001
$0.001
$0.001
$169.32
4 "4116/2010 08:31 FAX 2812615565 Allgood Construction Co. 0002
CHANGE ORDER
PROJECT:
CONTRACTOR:
CONTRACT FOR:
20 ] 0 City — Wide Sidewalk Replacement
City of La Porte
604 W. Fairmont Parkway
LaPorte, Texas 77571
Center Tex Contractors
PO Box71 ]
Stafford. Texas 77477
You are hereby directed to make the following changes in the Contract Documents:
Void Change Order #1
Purpose of Change Order.
Reduce 2,60021 sf of removal and replacement quantities to meet budgetary constraints.
Attachments: (List documents supporting change)
No. 2
DATE OF ISSUANCE: 3/9/10
0 WNEWS PROJECT NO. 201 OA501
CHANGE I I CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orden
S15,905.00
-0-
Contract Price prior to this Change Order
Contract Time prior to the Change Order
S47,997.60
90 days
Net lnsraase (Decrease) of this Change Order
Net Increase (Dearaase) of this Change Order
$10,972.91
0 days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
$37,024.69
90 days
1.1 . • „eaa.0
By:
Engineer
. • amauoz-
IW
APPROVED:
By 'Contractor—
cbr wv rw (�
PAGE: 1
R E C E I V I N'G S T A T U S R E P O R T
******** REPRINT *******
RECEIPT NO.: 154477
SHIP TO: P.O. NO.: CP1030
PLANNING
THROUGH DATE: 3/16/10
VENDOR: CENTER TEX CONTRACTORS LLC VENDOR NO.
434769
DELIVER BY SHIP VIA F.O.B.
2/12/10
CONFIRM BY CONFIRM TO REQUISITIONED BY
PRELIPE RODRIQUEZ BOB WARD LEE, PEGGY
FREIGHT CONTRACT NO. REQ. NO. REQ. DATE
0000012928 2/08/10
------------------------------------------------ w
QTY RCVD
BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST
--------------------------------------------------------
1 37024.69 EA 260 120 1.0000
PROFESSIONAL SERVICES CONSTRUCTION CONSTRUCTION
Acct # 01598927095140
I
RECEIVED BY: DOUGHTY, LORIE RECEIVED DATE: 3/16/10
2010 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT -QUOTE 91016
PURCHASE ORDER NO. CP1030
ITEIV
DESCRIP71ON
UNIT
APPROX
QUANTITY
UNIT
AMOUNT
FOR THE
MONTH
FOR THIS
MONTH
PREY
MONTH
QTY TO
DATE
TOTAL AMT
TO DATE
%
SIDEWALK REPLACEMENT
1
Concrete 4' wide sliewalk placement: four Inches thick,
poured with 3000 031
LF,
7411
3.32
8,593.20
28 529.42
0
8,593.2
f 28 529.42
115.959A
2
atsposal Or emstIng concrete sloew...
Excavated sidews& to became property of contractor to
be dis sed In a lea al manner
SF
7431
S 0.90 l
8.550.30
7,695.27
0
8 550.30
7.695.27
115.06
3
Con,,t. T 'B' wheelchair rarnps
EA
1
800.00
1.00
800.
0
1.00
S 800.00
100.000A
h
TOTAL FOR SIDEWALK REPLACEMENT
f 37.024. 99
f 37 024.69
SUPPLEMENTAL ITEMS
S-1
Exlre bank sand ordered by C
CY
1012
0
0.00%
S-2
SM soddin as directed b C
SY
66
0
f
0.00%
S-3
Sklemik point repair including cement slabl0ezad sand
TN
14
0
-
0.00%
TOTAL FOR SUPPLEMENTAL ITEMS
TOTAL AMOUNT
37.024.69
37 024.89
.Fie <-_ �'i Se U - 7n` l , -9 1 4n
03/16/2010 09:31 FAd 2812615565 Allgood Construction Co. 0002
CHANGE ORDER
PROJECT: 2010 City — Wide Sidewu[k Reolaceme
OWNER: City of La Porte
_604 W. Fairmont Parkway
La Porte. Texas 77571
CONTRACTOR: Center Tex Contractors
PO Box71]
Stafford, Texas 77477
CONTRACT FOR:
You are hereby directed to make the following changes in the Contract Documents:
Void Change Order #1
Purpose of Change Order.
Reduce 2,600.21 sf of removal and replacement quantities to meet budgetary constraints.
Attachments: (List documents supporting change)
No. 2
DATE OF ISSUANCE: 319/10
OWNER'S PROJECT NO. 2010-4501
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
S32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orders
$15,905.00
_0_
Contract Price prior to this Change Order
Contract Time prior to the Change Order
S47,997.60
90 days
Net Increase (Decrease) of this Change Order
Net Increase (9eerease) of this Change Order
$10,972.91
0 days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
S37,024.69
90 days
RECOMMENDED: APPROVED: APPROVED:
By:
Engineer ldwner , T� ^tracjo �� ,
03/16/2010 09:31 FAX 2812615565 Allgood Constructlon Co. ® 002
CHANGE ORDER
PROJECT: 2010 City - Wide Sidewalk Replacement
OWNER: City of La Pone
-§04 W. Fairmont Parkway
La Porte. Texas 77571
CONTRACTOR: tenter Tex Contractors
PQ Box711
Stafford, Texas 77477
CONTRACT FOR:
You are hereby directed to make the following changes in the Contract Documents:
Void Cbange Order #1
Purpose of Change Order:
Reduce 2,600.21 sf of removal and replacement quantities to meet budgetary constraints.
Attachments: (List documents supporting change)
No. 2
DATE OF ISSUANCE: 3/9/10
OWNER'S PROJECT NO. 2010.4501
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orders
$15,905.00
_a
Contract Price prior to this Change Order
Contract Time prior to the Change Order
$47,997.60
90 days
Net lnsreese (Decrease) of this Change Order
Net Increase (Deena") of this Change Order
S 10,972.91
0 days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
$37,024.69
90 days
RECOMMENDED: APPROVED: APPROVED:
By: By: By.,-74
Engineer Owner ^- 1 Contractor
COAUT�s %SiY.. dg,-L
CHANGE ORDER
PROJECT: 2010 City Wide Sidewalk Replacement
OWNER: CitvofLa Porte
604 W Fairmont Parkway
La Porte Texas 77571
CONTRACTOR: Center Tex Contractors
PO Box 711
Stafford Texas 77477
CONTRACTFOR:
No. 1
DATE OF ISSUANCE: III U2010
You are hereby directed to make the following changes in the Contract Documents:
Description:
Increase removal and replacement quantities by 3,769 square feet
Purpose of Change Order:
To remove and replace additional sidewalk meeting the replacement criteria
Attachments: (List documents supporting change)
OWNER'S PROJECT NO. 2010-4501
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orders
$-0-
-0-
Contract Price prior to this Change Order
Contract Time prior to the Change Order
$32,092.42
,60'days
O
Net Increase (Deerease) of this Change Order
Net Increase (Desrewse) of this Change Order
$15,905.00
20days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
$47,997.60
110 days
RECOMMENDED:
By:
Engineer
P I ED:
By:
Owner
APPROVED:
By:
Contractor
W,
A I B I C I D I E I F
1
2010 SIDEWALK
REPLACEMENT
PROJECT (GEN 709)
2
10/5/2009
3
ADDRESS
s/w removal l
WCR
s/w replace
Subdivision
Comments
4
(so
(ea)
M
15=
_
9214 Cad 90
_
56
--_--56
—P_ecan'Crossing--
mh.adj.
�6-
_7:
3806 StStuart 1201— _ 120.--Pecan-Crossing
9209 - —80; - 80 —Pecan C_rossing-
3733 Choctaw 20 ' 20 Pecan Crossing mh'a_dj. DELETE
92"18"C5ddo _ 80 _--I==80 =Pecan Crossing;;;;;j--
8
-9"
10
12-
10027-Stonemont--RG1_z/La 276:__
I---27.6
�F'mnt'P_ark-West
131
1
14
15
10833 Mesquite • � 40 40 F'mnt,Park East DELETE _. .
1s
47
18
z-r�
:10343 Rustic-Rock_,Qtrt �/� l� � fA 316 1 296 —F'mnt Park Central je ,
10438 She// Rock _ `160 _ 160 F'mnt Park_Central . DEL'ETE
1,0439 Shell RockIi" t/io`�o _ pOrAQIiL p 2/1 120 —^ 1120—F_'mnt-Park-Central-1.
'f0402rSh'e1FRock _ _ a 20 20 -F'mnt Park Central DELETE z✓
10330 Shell Rock . 20 20 F'mnt Paik Central DELETE
'10327:She!/Wock 140 140 F'mnt Park Central DELETE
10311:Shell Rock 20 20 F'mnt Park Central DELETE
10302 Shell Rock,20 20 F'mnt Park Central' ,_DEL_ETE
�10450 -10458 Rustic Rock R�`1/iu�io (� (9 672 _ �672 F'mnt Park Central _ J
191MRustic Gate ' ��'li/fijlo PAfAEB'/{t - 424� 424 F'mnt Park Central gvb adjustment✓/ --i
10451-10459 Quiet Hill n 2/�s�iD L{T(ti�/"1� 660 �_ 660 F'mnt Park Central
10451-10459 Collingswood Par/IlDI 1/l9 824 824 F'mnt Park Central
Y19:
20'
21
22
23
24
125
1261
127
'28'
29,
, -30.
_31,
32
33-_!O�{`t`%`J/lP.IGI?aCK
34
35.
10435'Quiet:Hill —Rp, ��y Hrw9 172 172 F'mnt Park Central _
10431 Quiet Hill __ L`yty AV -ZIA 93 93 F'mnt Park Central
Farrington westside btw Clingswd and_Wndng Trl 120. -512 =F rnnt.P_ark.Central_ Pour ato—existi s
,10362-Antrim-L 104 104 F'mnt Park.CenGal '^ DELETE
( %5361_�ii+Vf' %i�CfL /�D_'D �di�iTJi*T _
521.4-Meadow-Crest REjN' ( — 1.00 (- 100 _Glen -Meadows 1 _
3s
5205 Meadow Crest " . .' 40 - 40 . Glen Meadows DELETE
'5209 Meadow Crest '." n 48 ," -' - 48, . Glen Meadows DELETE
37
t38:51.18_W'6dow,Crest
1:60:
_ 1:60'�r--Glen.Meado`w_s
_
39
15034 Meadow Crest
1 241
1 241
Glen Meadows
6 �t!/O" °O fl(`V Ids• e eEb DV Prepared by Reagan McPhail 2/3/2010
P.
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P1
Page 1
A
B
C
D
E
F
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5122 Meadow Crest
136
Glen Meadows
=4:1'S121=WIeadow_Crest—g¢%1;
/$__
188,
_—
�136
1'88=G
Meadows_
42
443:
500g:Creekview-kFr►-1�/g=F011�9=6001—
277
__ __ _
272
_
—Glen.Meadows_
4-4%
5017 Creekview f fA f.
160
160
Glen Meadows
45
5029 Creekview 160 160 . Glen Meadows DELETE _
-'46'
5225:Creekview
96:
96
Glen•Meadows_
4T
5226 Creekview
244
244
Glen Meadows
481
49
300-308 West Main Stree ����� ��
1,286
_ 1,286
Town of LP
50.
902_S.2nd-Street_
51
Town.of:L'P
_ Cffange Ofde?#"1 _,_
51
515 West Main St.
60
80
Town of LP
3 6" thick concrete across drive
52
53
409 West Main St. �0%Q�/�
209-215 West Main
752
929
752
929
Town of LP
Town of LP
54
55
561
8706 Collingdale
469
469
Brookglen/Collegeview
Change Order # 1
57'
8714 Collingdale
199,
199
Brookglen/Collegeview
Change Order # 1
! 58;
8715 Collingdale
961
96
Brookglen/Collegeview
Change Order # 1
59_
8722 Collingdale
203
2031
Brookglen/Collegeview
Change Order# 1
60'
8726 Collingdale
202
202
Brookglen/Collegeview
Change Order # 1
i 6.1,
8731 Collingdale
282
2821
Brookglen/Collegeview
Change Order # 1
j 62;
8735 Collingdale
250
250
Brookglen/Collegeview
Change Order # 1
63'
8722 EeaMiek- B�J�4/�/J
8723 Easbuick y N
2011
201
Brookglen/Collegeview
Change Order # 1
C64%
153I
153
Brookglen/Collegeview
Change Order # 1
0'65'
3143 Somerton
520
—_ — _ _ _
520
Brookglen/Collegeview
Change Order # 1
66��
67
TY
=616y_A9— r lOtl'
I
71
I
I
I
72
73
76
7s
41
1 10995
' —�
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1
PAGE: 1
R E C E I V I N G S T A T U S R E P O R T
rr+r++rr REPRINT ****rrr
RECEIPT NO.: 154477
SHIP TO: P.O. NO.: CP1030
PLANNING
THROUGH DATE: 3/16/10
VENDOR: CENTER TEX CONTRACTORS LLC VENDOR NO.
434769
DELIVER BY SHIP VIA F.O.B.
2/12/10
CONFIRM BY CONFIRM TO REQUISITIONED BY
PHELIPE RODRIQUEZ BOB WARD LEE, PEGGY
FREIGHT CONTRACT NO. REQ. NO. REQ. DATE
0000012928 2/08/10
-----------------------------------------------------------------------------
LINE QTY RCVD
BIN LOCATION UOM ITEM NO. AND DESCRIPTION UNIT COST
-----------------------------------------------------------------------------
1 37024.69 EA 260 120 1.0000
PROFESSIONAL SERVICES CONSTRUCTION CONSTRUCTION
Acct # 01598927095140
0
RECEIVED BY: DOUGHTY, LORIE RECEIVED DATE: 3/16/10
2010 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT -QUOTE #1016
PURCHASE ORDER NO. CP1030
ITEM
DESCRIPTION
UNIT
APPROX
OUANTITY
UNIT
AMOUNT
FOR THE
MONTH
FOR THIS
MONTH I
PREY
MONTH
OTY TO
DATE
TOTAL AMT
TO DATE
%
SIDEWALK REPLACEMENT
1
Concrete 4' wide sUrAnilk Placement: lour Inches thick,
poured with 3000 psi
LF
7411
3.32
8 593.20
28 529.42
- 0
8,593
3 28 529.42
115.950A
2
01sposal OT EM30W concrete womaK.
Excawrted sidewaW to became PrePertY of contractor to
be disposed in a l2gal manner
SF
7431
S 0.90
8 5W.30
S 7.695.27
8 550.30
7 695.2
115.06
3
Conaste T 'B' wheelchair iwnps
EA
1
800.00
1.00
800.00
0
1.00
S 800.00
100.0D%
TOTAL FOR SIDEWALK REPLACEMENT
i 37 024.89
$ 37 024.69
SUPPLEMENTAL ITEMS
S-1
Extra bank sand ordered by C
CY
1012
0
0.00
S-2lSt,im
soddingas directed bv Cftv
SY
66
0
3
0.00
S3
Sidewalk Loiteo,i, including cement stabNezed sand
TN
14
0
0.00
TOTAL FOR SUPPLEMENTAL ITEMS
TOTAL AMOUNT
37,024.69
37 024.69
V'r rrn
I o
N
O
N
�'iqq)- 7nq, .914n
i 03/16/2010 09:31 FAX 2812615565 Allgood Construction Co. ® 002
CHANGE ORDER
PROJECT: 2010 City — Wide Sidewalk Replacement
OWNER: City of La Porte
WA W. Fairmont Parkway
LaPorte. Texas 77571
CONTRACTOR Center Tex Contractors
_PO Box711
Stafford. Texas 77477
CONTRACT FOR:
You are hereby directed to make the following changes in the Contract Documents:
Void Change Order #1
Purpose of Change Order.
Reduce 2,60021 sf of removal and replacement quantities to meet budgetary constraints.
Attachments: (List documents supporting change)
No. 2
DATE OF ISSUANCE: 319/10
OWNER'S PROJECT NO. 20104301
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
$32,092.42
90 days
Previous Change Orders
Net Change from Previous Change Orders
S15,905.00
-0-
Contract Price prior to this Change Order
Contract Time prior to the Change Order
$47,997.60
90 days
Net increase (Decrease) of this Change Order
Net Increase (Besrease) of this Change Order
S10,972.91
0 days
Contract Price with all Approved Change Orders
Contract Time with all Approved Change Orders
$37,024.69
90 days
193.e7e,.I„Ip.0
By:
Engineer
✓I711"/�
a.
APPROVED:
Contras or
I
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR CONSTRUCTION OF
QUOTE #1016 -
2010 LA PORTE CITY WIDE SIDEWALK
REPLACEMENT PROJECT
CITY OF LA PORTE, TEXAS
HARRIS COUNTY, TEXAS
October 2009
CLP Project No. 2010-4501
RODNEYLEE:
o; 90293
.J
IN*
QUOTE #1016 — 2010 LA PORTE CITY WIDE SIDEWALK
REPLACEMENT PROJECT
CITY OF LA PORTE
NOTICE TO BIDDERS
Quotes shall be submitted including one .(1) marked original and one(l) duplicate on the original
forms and clearly marked with quote number and description. Quotes will be received at the
Purchasing Office 2963 N. 23i° Street, La Porte, TX, 77571 until 2:00 p.m. on December 23, 2009.
If more information is needed, please contact Reagan McPhail at 281-4705065 or e-mail:
mcphallr@cI1a4orteAx us
Fors furnished by the City of La Porte may be obtained without deposit from:
City of La Porte
Purchasing Division
2963 N. 23i0 Street
t..a f Otte; TX 77571
(281) 470-5126
purchasingCa)laportetx.gov
The successful Bidder must furnish a PAYMENT BOND on the for furnished with the PROPOSAL, in
the amountof 100% of the total Contraetprice.
The City of La Porte hereby notifies all bidders that in regard to any agreement entered into pursuant to this
,advertisement .minority business enterprises will be afforded equal opportunities to submit bids in response
to this invitation and will not be discriminated against on the grounds of race, color, sex, age, religion or
national origin in consideration for an award.
The City reserves the right to reject any and/or all bids, to waive any and all technicalities and to accept any
bid or part thereof, which in the opinion of the City Council, is most advantageous to the City of La Porte. In
case of ambiguity or lack of clearness in stating the prices in the bid, the City reserves the right to consider
the most advantageous bid thereof or to reject the bid.
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR CONSTRUCTION OF
2010 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT
FOR
CITY OF LA PORTE, TEXAS
IN
HARRIS COUNTY, TEXAS
TABLE OF CONTENTS
BIDDING REQUIREMENTS
Pane No.
Tableof Contents...................................................................................
Scopeof Work....................................................................................
A-3
Sidewalk Target Areas.........................................................................
A-8
_
BaseBid Proposal...............................................................................
BP-1
BidForm...............................................................................................................
-
CONDITIONS OF THE CONTRACT
Standard Form of Agreement.............................................................................. SF-1
PaymentBond.................................................................................... PP-3
General Conditions of the Contract......................................................................00700-1
Supplementary Condition to the Agreement .............................................. SC-7
CONSTRUCTION SPECIFICATIONS
Submittals............................................................................................................01300-1
Shop Drawings, Products Data and Samples.....................................................01340-1
Testing Laboratory Services................................................................................
01410-1
Field Project Representatives Services..............................................................
01420-1
Temporary Facilities and Controls.......................................................................01500-1
9........................................................................................
Cleaning jand Adjusting
01710-1
Project Record Documents.................................................................................01720-1
TECHNICAL SPECIFICATIONS
Removing Old Concrete........................................................................00104-1
Concrete Sidewalk Replacement............................................................00105-1
Adjustment of Meter Boxes, Valve Boxes, and Manhole Rings and Covers ..... 00108-1
BankSand ...................................................................................... **00111-1
Sodding............................................................................................. 00112-1
ConcretePavement ............................................................................. 00360-1
SCOPE OF WORK
CLP Project No. 2010-4501
2010 La Porte City Wide Sidewalk Replacement Project
The project consists of the removal of approximately 7,500 square feet of standard four
foot wide sidewalks and replacing with approximately 7,500 square feet of new sidewalk
including the construction of 1 wheelchair ramp. Sidewalks and wheelchair ramps shall
meet the minimum criteria as established by the American Disabilities Act. All spoils shall
become the property of the contractor to be removed from the site, and disposed of in a
legal manner. It shall be the contractor's responsibility to provide necessary barricading
to ensure the access, health, and welfare of citizens, employees and product.
Adjustment of Water Gate Valve boxes and Manhole covers shall be considered as
incidentals.
A Payment Bond shall be required for this project.
Main Street
The sidewalk replacement proposed on Main Street the contractor shall coordinate with shop
owners to schedule the work to minimize the disruption of business. Contractor shall extra
precautions to protect adjacent buildings during placement of concrete. A %" bituminous felt shall
be placed between new concrete and building foundations. Along the curb line new concrete shall
be tied to existing concrete by embedding #3 rebar 4" into curb on 18" centers and secured with
epoxy.
A-3
A I
B I C I D I E F
1
2010 SIDEWALK
REPLACEMENT
PROJECT (GEN 709) ---__
2
— - -- - 10/5/2009
--__
—
3
ADDRESS
_
s/w removal
WCR
_
s/w replace
Subdivision
— Subn —
— Comments ---
4
— —
(s!L--
(ea)--
--
5
9214 Caddo
40
40
Pecan Crossing —
mh adj. _--__-
6
3806 Stuart
120
120
Pecan Crossing
7
9209 Stuart
80
20
60
—
80
Pecan Crossing
8
9
3733 Choctaw
9218 Caddo
20
Pecan Crossing
mh adj.
_._
60
------------
Pecan Crossing ------------------
10
-------- ---------------------------
----
----------
-- --- ------
---- ------------- -
-----
276
------
276
12
13
14
15
10022 Stonemont
10833 Mesquite
F'mnt Park West
40
40
F'mnt Park East
16
296
17
18
19
20
21
22
23
24
25
10343 Rustic Rock
10438 Shell Rock
10439 Shell_Rock
10402 Shell Rock
ff Shell Rock
10327 Shell Rock
10311 Shell Rock
10302 Shell Rock
10450 -10459 Rustic Rock
10457 Rustic Gate
-- - — -- --- - --- -
10451-10459 Quiet Hill
10451-10459 Collingswood _
-- --
10435 Quiet Hitl
10431 Quiet Hill
Farrington westside btw Clingswd and Wndng Trl
10362 Antrim
316
160
188
20
20
140
20
20
1
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
160
188
20
20
140
20
20
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central
--- - - - - -- - --
F-'mnt Park Centraal
F'mnt Park Central--
F'mnt Park Central
F'mnt Park Central
F'mnt Park Central —
F'mnt Park Central
-- _.-. ---- ---
----
- --- Meadows
Glen Meadows
gvb adjustment - -- --
672
320
- ...... ---- -
704
- - ---
_—
672
320
-- - -
704
26
27
28
29
30
31
32
33
34
_ _824
304
220
__ 824
304
220
400
104
-
— __---— - -
— 400
104
----- --
- ----- --
—
-----
Collingswood and Winding Trail —
---- - ----- -
-- ----- - --- - - - --- - ..
-- -
-- --- — —
...
------ -
_..----
100
35
36
37
38
-- -- -- ----- - -----
5214 Meadow Crest
5205 Meadow Crest
5209 Meadow Crest
5118 Meadow Crest
- - -- --- - -
5034 Meadow Crest
100
40
48
160
-- -- --
24
—
40
48
— 160
24
Glen Meadows
Glen Meadows
— Glen Meadows
Glen Meadows
39
Prepared by Reagan McPhail 12/4/2009 Page 1
A
B
C
D
E
F
40 15009
Creekview
65
65
Glen Meadows
41
_
5017 Creekview
160
—
160
Glen Meadows
42
5029 Creekview
160
160
Glen Meadows
43
5225 Creekview
120
_
120
Glen Meadows
44
5226 Creekview
200
200
Glen Meadows
45
46
47
48
300-308 Main Street
1,286.00
1,286.00
Town of LP
49
50
51
Total
7431
1
7411
Prepared by Reagan McPhail 12/4/2009 Page 2
BASE BID PROP
BASE PROPOSAL: Bidder agrees to perform
further described in the specifications for the sum of. Thi
forty two cents
SAL is
a l of the work shown on the plans an(i
two thousand ninety two dollars and
dollars ($ 32,092.42 1. (Amount shall be sho
n in both words and figures. In case of
discrepancy, the amount shown in words will govem.)
Bidder understands that the Owner reserves
right to reject any or all bids and towaive
any informalities in the bidding.
i
-- The bidder agrees that this bid shall be good,a
d.may not be withdrawn for a. period ¢f
sixty (60) calendar days after the scheduled closing time
or receiving bids.
i
Upon receipt of written notice of: the acceptan
of this bid,'bidders will execute the
formal contract attached within ten (10) days and delive
a Surety Bond or Bonds as required 4v
the General Conditions.
The bid security attached in sum of
dollars ($ 1 is to become the property o
tha Owner in the event the contract and
bond are not executed within the time above set forth,
s liquidated damages. for the delay and
additional expense to the Owner caused thereby.
Respectfully su
i.
I d : i
BY:
(Signature of A
thorized er n) i
Felipe Rodrigue
(Print Name of
uthorized Person)
(SEAL) President
j
(Title)
PO Box 711
i
(Business Add
ss)
Stafford, TX 77. 77
j
(City)
(State) (Zip Code)
1
- 381-499-9030
(Telephone Nu
ber)
BP-1
I
STATEMENT OF MATERIALS AND
OTHER CHARGES j
I
I
—
MATERIALS INCORPORATED INTO THE PROJECT:
$ 23,541.00
ALL OTHER CHARGES:
$ 8,551.42.
_
TOTAL:
$ 32,092.42
i
Thi's total must agree with the total'Total Amount Bid" fic
I
ure shown on the bid sheet.
_
For purposesof complying with the Texas Tax Code, th
a Contractor agrees that the charges for
any material incorporated' into the project in excess of
a estimated quantity provided for'here)n
will be no less than the invoice price for such material to
he Contractor.
j
i
i
i`
BP-2
i
" i
I
t
i
2010 La Porte City Wide Sidewalk
Replacement Project . ..
" CLP Project No. 201
-4501
DATE: December 23, 2609 .
Bid of Centertex Constructors LLC (hereinafter called "Bi
der) an individual proprietorship, a cojporation .
• organized and existing under laws of the State of Texas,
a partnership, or. individual, consisting
for Construction o
.of
the 2010 La Porte City Wide Sidewalk
Replacement Project, for the City of La Porte, Harris County,
exas (hereinafter called 'Owner.
l
To: City of La Porte
604 West Fairmont Parkway
La Porte, Texas 77571
Attention: Susan Kelley, Purchasing Manager
j
Gentlemen:
The undersigned bidder has carefully examined the Instru
i
tions to Bidders, this Proposal; the General
Conditions of Agreement, the Technical Specifications and related
documents prepared by the City of! La Porte
for the work herein above described and referred to in the Invi
Ation to Bid, is familiar with all of the conditions
surrounding the construction of .the proposed project, and h
s carefully examined the site of the work and
agrees, to provide all necessary labor, superintendence, machlnery,
equipment; .tools, materials, 'supplies,,
services and other means of construction to complete all the m
ork upon which he bids within the time) set forth
herein, as called for in the Contract, the Specifications, and in
he manner.prescribed therein and acgordirig to
the requirements of the Engineer as therein set forth for the
amounts below. These prices are to lcover all
expenses incurred in performing the work required under the
ntract documents, of which this Bid Iform is a
- . part.
i
— Item Description of Item with Unit Bid Price
Approx. Unit Total
No. in Written Words Unit
Quantity Amount Price'
SIDEWALK REPLACEMENT
1. Concrete 4' wide sidewalk placement: four inches.
thick, poured with 3000 psi concrete (min). Complete
in place.
®Three dollars and thirty two cents
SF 7411
Per Square Foot
i
Item Description of Item with Unit Bid Price Approx. Unit
No. in Written.Words U it Quantity Amount
' VI\VL VIV IILI�IV IY
2. Removal and disposal of existing concrete sidewalk
Excavated. sidewalk to become property of
Contractor to be disposed of in a legal manner.
No dollars and ninety cents
Per Square Poot
3 Concrete Type TO wheelchair ramps. In
accordance with details and complete in place.
Eight hundred dollars and no cents
Per Each
TOTAL -BASE BID (ITEMS 1-3)
SUPPLEMENTAL BID ITEMS
S-1. Extra bank sand (ordered by City). Complete in
Sixteen dollars and fifty cent
Per cubic yard
S-2. Strip Sodding as directed by City and in accordance
with Specification 00112. Complete in place.
Fifteen dollars and no cent
Per Square Yard
74M
24
Y 66
BP-4
Total
Price
$
.90 .:
i
I
i
i
$ 6,687.90
$
800.00
i
$ 800.00
i
32,092:42 i
I
i
$
16:50
i.
!
i
i
$ 396.00
I
$
15.00
i
i
..$ 990.00
i
i.
i
S-3. Sidewalk point repair including cement stabilized,
sand and removal of soil. Complete in place
@Eighteen dollars and twenty five cents
Per ton
a
The amounts set forth above are current estimates by Contra r of the amounts That will oe oeterminea ounng
the progress of the Work. The separated progress billings frorn Contractor to the Owner shall reflect the actual
amounts expended for the items enumerated in (2) and (3) aboi re.
i
SUBSTITUTIONS: If necessary, attach detailed explanation to proposal.
i
1. l
(Add)(Deduct)
(Add) (Deduct)
Bidder hereby agrees to commence work under this contracl
on a date to be specified in written
Proceed" of the Owner and to fully. complete the project within
ninety (96) consecutive working days
stipulated in the specifications.. Bidder further agrees to pay
as liquidated damages,'the sum of $!
each consecutive calendar day thereafter as provided for in Paragraph
SC-5 of the Supplementary r
of the Agreement.
It is agreed that the contract price may be increased or decre
sed.to cover work added or deleted
the Engineer, in accordance with the provisions of the General
Conditions of Agreement.
The award may be made on the Base Bid alone or the Base.
Bid and any or all of the Items lis
Alternates or Substitutions, if any.
The undersigned agrees that the amounts bid in this proposal
will not be withdrawn or modified for
days following date of bid opening.
It is understood that the bid security accompanying this proposal
shall be retumed to the undersigned
case of the acceptance of this.proposal the undersigned shd
Id fail to enter into a construction co
execute bonds as provided in the specifications. In the event
the undersigned should fail to Of
construction contract and execute bonds as required within
10 working days after the Engineer
unsigned contracts to the Contractor, it is understood and agreed
that the bid.secudty shall be forte
Owner and shall be considered as payment for damages due to
delay and other inconveniences suffe
Owner as a result of such failure on the part of the undersigneq.
It is understood that the Owner reserves the right to reject any Ond all bids
t
lotice: to
iereafter
10:00 for
rndltions
order of
�d. under
ixty' (60)
ns, in
sf and
into a
given .
to the
by the
I In the event of Award of the Contract to the undersigned, the,u
provided in the Specifications.
The undersigned certifies that the bid prices contained in this
submitted as correct and final
Date December 23, 2009 Signed
1
BY
1 Felipe Rodrigue.
PO Box 711, Sta
I (F
28IA99-9030
i
Witness
SEAL`(if Bidder is a Corporation]
Acknowledge receipt of Addenda Below:
Addendum No. f _j
Date Received
BP-7
--
i...
i
:rsigned agrees to furnish Payment �onds as.
)posal have been carefully checked and: are
i
>s)
Number)
i
STANDARD FORM OF AGREEMENT
CLP Project No. 2010-4501
THIS AGREEMENT, made thisai4k dayof o�Dl , by and
between the CITY OF LA PORT/E,�heereinafter called "Owner", acting herein
through its CITY MANAGER and v�?�xt, Z� (Name of
Contracting Firm)
Strike out inapplicable terms: (a corporation) (a ip or (aa-iadividcra
- doing business as:
called "Contractor."
hereinafter
WITNESSETH: That for and in consideration of the payments and
agreements hereinafter mentioned, to be made and performed by the OWNER,
the CONTRACTOR hereby agrees with the OWNER to commence and
complete the construction described as follows:
2010 LA PORTE CITY WIDE SIDEWALK REPLACEMENT PROJECT
CLP PROJECT NO. 2010-4501
hereinafter called the project, for the Total Price c ofAOA 4nq(teur�HiHti 4►-
($ 3a. pqz . yz ) and all extra work in connection therewith, under the terms
as stated in the General and Supplementary Conditions of the Contract; and;
Further, that the CONTRACTOR agrees, at his (its or their) own proper
cost and expense, to furnish all the knowledge, materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and other accessories and
services necessary to complete the said project in accordance with:
A. The terms and conditions stated in the Bid Proposal and in the
General Conditions, and Supplementary Conditions of this Contract; Scope of
Work, Instructions to Bidders, Sidewalk Location Documents, and Bid Form.
B. The plans, which include all maps, plats, blue prints, and other
drawings and printed or written explanatory matter thereof; and
C. The Specifications and other contract documents therefore, as
prepared by the City of La Porte, all of which are made a part hereof and
collectively evidence and constitute the contract.
SF-1
The CONTRACTOR hereby agrees to commence work under this contract on or
before a date to be specified in a written "Notice to Proceed" of the Owner and to
fully complete the project within 90 calendar days thereafter.
The CONTRACTOR further agrees to pay, as liquidated damages, the
sum of $500 or each consecutive calendar day thereafter as hereinafter provided
in Paragraph SC-5 of the Supplementary Conditions.
IN WITNESS WHEREOF, the parties to these present have executed this
contract, each of which shall be deemed an original, in the year and day first
above mentioned.
A
City Manager
City of La Porte
Name of Owner
SEAL
Attest:: ,, (�'
By: � / /! � C/V.�G!/
Martha Gillett
Title: City Secretary
SEAL
Name of Contr cting Firm
By:
Sig Qnatu�r�e(of Auuthoriz d P rson
1 11 C
Title of Authorized Person
1!D• Pi+� ?il� *11' df, Tic 9-1y17
Address and Zip Code
City ttorney
Witness
i
SF-2
Bond No. 5066262
PAYMENT BOND
CLP Project No. 2010-4501
STATE OF TEXAS
COUNTY OF HARRIS
KNOW ALL MEN BY THESE PRESENTS: That CenterTex Constructors, LAC of the
City of Stafford County of Fort Bend , and State of Texas , as
principal, and SureTec Insurance Company authorized under the laws of the State of
Texas to act as surety on bonds for principals, are held and firmly bound unto
The City of La Porte (Owner), in the penal sum of
Forty Seven Thousand Nine Hundred Ninety Seven and An1100 dollars ($ 47 997.60 ) for the
payment whereof, the said Principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severally, by these
presents:
WHEREAS, the Principal has entered into a certain written contract with the
Owner, dated the qdk day of 20 to which contract is
hereby referred to and made apart hereof as i3y and to'the same extent as if
copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if
the said Principal shall pay all claimants supplying labor and material to him or a
subcontractor in the prosecution of the work provided for in said contract, then,
this obligation shall be void; otherwise to remain in full force and effect;
"PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions
of Vernon's Texas Codes Annotated Texas Government Code Chapter 2253, as
amended and all liabilities on this bond shall be determined in accordance with
the provisions of said Article to the same extent as if it were copied at length
herein."
Surety, for value received, stipulates and agrees that no change, extension of
time, alteration or addition to the terms of the Contract, or to the work performed
thereunder, or the plans, specifications, or drawings accompanying the same,
shall in such change extension of time, alteration or addition to the terms of the
contract, or to the work to be performed thereunder.
PP-3
IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed
this instrument this ,27P day of 2�
CenterTex Constructors, LLC
Principal
SureTec Insurance Company
Surety
/
C n - 6C
By:
By:
PC
C. A. McClure
Title:
Attorney -in -Fact
Title:
Address:
P.O. Box 711
Address:
952 Echo Lane, Ste. 4501--- „�'
Stafford, Texas 77497
Houston, Texas 77024
The name and address of the Resident Agent of Surety is:
Southern American Insurance Agency, Inc.
R203 Willow Place S.. Ste. 500
Houston Texas 77070_
A
PP-4
POA #: 4221062
SureTec Insurance Company
LIMITED POWER OF ATTORNEY
Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company'D, a corporation duly organized and
existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents
make, constitute and appoint
C. A. McClure, Kelly J. Brooks, Kenneth L. Meyer
its true and lawful Attomey-in-fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge
and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the
conditions of contracts and consents of surety, providing the bond penalty does not exceed
Five Million Dollars and no/100 ($5,000,000.00)
and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s)-in-Fact may do in the
premises. Said appointment shall continue in force until 12/31/11 and is made under and by authority of the following
Insurance C resolutions of the Board of Directors of the SureTec ompany:
Be it Resolved, that the President, any Vice-president, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is
hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
Atmrney-ta-Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and
deliver, any and all bonds, recognizance, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all
notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such
Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary.
Be It Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of aaomcy or
any certificate relating thereto by facsimile, and any power of attorney or certificate bcaring.facsimile signature or facsimile seal shall be valid
and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 204 of April,
1999.)
In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal
to be hereto affixed this 28th day of October, A.D. 2008.
SURETEC INS CE COMPANY
B.J. KI esident
¢tw y;�j
State of Texas as:���.`�..,
County of Hams `
On this 28h day of October, 2008 before me personally came BJ. King, to me known, who, being by me duly swom, did depose and say, that he resides
in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument;
that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of
Directors of said Company, and that he signed his name thereto by like order.
Michelle IWmryPtmaubila
Statms
eW ('0P. 4 Q°Y U&4 -'
ti.. ttuOtW Au0MUs, seta
Michelle Denny, Notary Pillblic
My commission expires August 27, 2012
1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy
of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the hoard of Directors, set
out in the Power of Attorney are in full force and effect. t 1 U
Given under my hand and the seal of said Company at Houston, Texas this a% µ
Any Instrument Issued In excess of the penalty slated above Is totally vold and without any validity.
For verification of the authority of this power you may. call (713) $12-0800 any business day between 8:00 am and 5:00 pm CST.
SureTec Insurance Company
THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION
Statutory complaint Notice
To obtain information or make a complaint: You may call the Surety's toll free telephone
number for information or to make a complaint at: 1-866-732-0099. You may also write to the
Surety at:
SureTec Insurance Company -
9737 Great Hills Trail, Suite 320
Austin, Tx 78759
You may contact the Texas Department of Insurance to obtain information on companies,
coverage, rights or complaints at 1-800-252-3439. You may write the Texas Department of
Insurance at
PO Box 149104
Austin, TX 78714-9104
Fax#: 512-475-1771
PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or
about a claim, you should contact the Surety first. If the dispute is not resolved, you may
contact the Texas Department of Insurance'.
Terrorism Risks Exclusion
The Bond to which this Rider is attached does not provide coverage for, and the surety shall .
not be liable for, losses caused by acts of terrorism, riot, civil insurrection, or acts of war.
Exclusion of Liability for
Mold, Mycotoxins, Fungi 8 Environmental Hazards
The Bond to which this Rider is attached does not provide coverage for, and the surety
thereon shall not be liable for, molds, living or dead fungi, bacteria, allergens, histamines,
spores, hyphae, or mycotoxins, or their related products or parts, nor for any environmental
hazards, bio-hazards, hazardous materials, environmental spills, contamination, or cleanup,
nor the remediation thereof, nor the consequences to persons, property, or the performance
Of the bonded obligations, of the occurrence, existence, or appearance thereof.
Texas Rider 01005
ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDWYY
r 01/14/201,
PRODUCER 281.890.9294 FAX 281.890.2229 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Southern American Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
8203 Willow Place South HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Suite 500
Houston, TX 77070 INSURERS AFFORDING COVERAGE NAIC #
INSURED Felipe Rodriguez INSURERA: Bituminous Insurance Companies 20095
DBA: CenterTex Constructors INSURERS:
P.O. Box 711 INSURER C:
Stafford, TX 77497 INSURER D:
COVERAGES
THE POLICIE S OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIR EMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSRADD'
LTR
INSR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE MMIDWYYYY
POLICY EXPIRATION
DATE MMIDD/YYYY
LIMITS
,GENERAL LIABILITY
CLP3262619
03/28/2009
03/28/2010
EACH OCCURRENCE
$ 1,000,00
X COMMERCIAL GENERAL LIABILITY
CLAW MADE OOCCUR
PREMISES Ea aooarar,ce
S 100,000
MED EXP(Any ono person(
f 5,00
A
PERSONAL& ADV INJURY
f 1,000,00
GENERAL AGGREGATE
f 2,000,000
GEWL AGGREGATE LIMIT APPLIES PER:
-XI
PRODUCTS-COMPIOP AGO
S 2,000,00
POLICY jEa LOC
TOMMOYBILELUURLIW
AUTO
CAP3529049
03/28/2009
03/28/2010
COMBINED ISINGLE LIMIT
$ 1,000,00
X
BODILY INJURY
(Per parson)
$
A
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-0WNEO AUTOS
X
X
BODILY INJURY
(Far acdtlenq
$
PROPERTY DAMAGE
(PN OCCKI l)
S
•
GARAGE LIABILITY
AUTO ONLY - EA ACCIDENT
S
ANY AUTO
1
OTHER THAN EA ACC
AUTO ONLY: AGG
$
$
IXCESS I UMBRELLA LIABILITY
X OCCUR F-1CLAIMS MADE
CUP2581679
03/28/2009
03/28/2010
EACH OCCURRENCE
f 1,000,00
AGGREGATE
S 1,000,00
A
f 1,000,00
DEDUCTIBLE
f
X RETENTION ' S 10, 00C
S
A
WORKERS COMPENSATION
AND EMPLOYERS' IIAWLITY YIN
ANY OFFICERIME BER EXCLUDED? ECUTNE�
u
WC35290SO
03/28/2009
03/29/2010
X TORY LIMITS ER
E.L. EACH ACCIDENT
S 1,000,00C
E.L. DISEASE - EA EMPLOYEE
f 1, 000, 00
„Myy �1beuH�
SPECIAL PROVISIONS below
E.L. DISEASE - POLICY LIMIT
f 1,000,00
OTHER
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS
E: 2010 City Wide Sidewalk Replacement
ity of LaPorte is additional insured on GL/Auto/Umbrella with waiver of subrogation on all
licies when required by written contract. 30 days notice of cancellation, except 10 days for
on -payment.
ub'ect to policy terms,conditions limitations & exclusions.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LUIBILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR
City of LaPorte REPRESENTATIVES.
604 W. Fairmont Parkway AUTHORQED REPRESENTATIVE
LaPorte, TX 77571 C-..+k.... A,,.e-4--.. T_.. A__..c.a.�,�c
i�
The ACORD name and logo are registered marks of ACORD
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsemenl(s).
DISCLAIMER
This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized
representative or producer, and the certificate holder, nor does it affirmatively or negatively amend,
extend or alter the coverage afforded by the policies listed thereon.
DOCUMENT 00700 — GENERAL CONDITIONS
l . The General Conditions of the Contract for Construction, the Standard General
Conditions of the Construction Contract, dated 1996, is hereby referred to and
made a part hereof as frilly and to the same extent as if copied at length herein.
2. A complete copy may be reviewed at the City's Planning Department's office or
purchased from the National Society of professional Engineers, 1410 King Street,
Alexandria, Va. 22314.
END OF DOCUMENT 00700
00700-1
DOCUMENT 00700 — GENERAL CONDITIONS
1. The General Conditions of the Contract for Construction, the Standard General
Conditions of the Construction Contract, dated 1996, is hereby referred to and
made a part hereof as fully and to the same extent as if copied at length herein.
2. A complete copy may be reviewed at the City's Planning Department's office or
purchased from the National Society of professional Engineers, 1410 King Street,
Alexandria, Va. 22314.
END OF DOCUMENT 00700
00700-1
SUPPLEMENTARY CONDITIONS OF THE AGREEMENT
SC-1 PRECEDENCE: These supplementary conditions of the Agreement are a supplement and
where in conflict, they take precedence over the "Standard General Conditions of the
Construction Contract" of this Specification.
SC-2 OWNERIENGINEER: The word "OWNER" in these Specifications shall be understood as
referring to the City of La Porte, Texas. The word "ENGINEER" in these Specifications shall be
understood as referring to the City Engineer for the City of La Porte, Texas.
SC-3 SCOPE OF WORK: The work to be performed under this contract consists of furnishing all
materials; labor, supervision, tools, and equipment necessary to complete the work.
SC-4 TIME OF COMPLETION: The CONTRACTOR shall complete the work as provided in the
Contract Documents and within the time limitations described in the bid proposal, Sequence of
Work, unless otherwise stipulated to proceed. Calendar days shall be computed beginning and
inclusive of the first day of the Notice to Proceed. CONTRACTORS shall notify OWNER in writing
48 hours prior to start of construction. The time of completion shall include delivery time of all
equipment and materials required to complete the work in conformance with the Drawings and
Specifications.
SC-5 LIQUIDATED DAMAGES FOR DELAY: It is understood and agreed between the parties
hereto that time is of the essence of this Contract, and that for each calendar day of delay beyond
the completion date (after due allowance for such extension of time as provided herein) the
CONTRACTOR shall pay the OWNER as liquidated damages the sum of five hundred dollars
($500.00), it being understood between the parties hereto that such sum shall be treated not as a
penalty, but as liquidated damages for loss of revenue to the OWNER.
SC-6 GUARANTEE: The CONTRACTOR shall furnish the OWNER with a written guarantee on
all workmanship and materials provided by him for the project. The written guarantee shall be
made out to the OWNER and in a form satisfactory to the OWNER, guaranteeing all of the work
under the Contract to be free from faulty materials in every particular, and free from faulty
workmanship, and against injury from proper and usual wear; and agreeing to replace or to re -
execute without cost to the OWNER such work as may be found to be imperfect or improper, and
to make good all damage caused to other required replacement or re -execution. The guarantee
shall be made to cover a period of one year from the date of Certificate of Substantial Completion
under this Contract. This guarantee must be furnished to the OWNER for approval, prior to
acceptance and final payment. Neither the final certificate nor payment nor any provision in the
Contract Documents shall relieve the CONTRACTOR of the responsibility for neglect or faulty
materials or workmanship during the period covered by the guarantee.
SC-7 MATERIALS AND WORKMANSHIP: No material which has been used by the
CONTRACTOR for any temporary purpose whatever is to be incorporated in the permanent
structure without written consent by the OWNER.
SC-8 SANITARY FACILITIES: The CONTRACTOR shall maintain sanitary facilities at a location
satisfactory to the OWNER, for use by the employees of the CONTRACTORS. They shall be well
ventilated, but provide proper concealment, and shall be kept scrupulously clean at all times by
the CONTRACTOR. The facilities shall be removed and the site restored to its original condition
upon the completion of the work. All such facilities shall conform to the requirements of the state
and local health authorities, ordinance and law.
SC-6
SC-9 INCONVENIENCES TO THE PUBLIC: It is the declared and acknowledged intent of these
specifications that all work such as backfilling of excavations, removing forms, repairs to roads
and drives, and clean-up or other such operations shall follow as closely as practical to the laying
or installing operations, in such a manner that the public is not unnecessarily inconvenienced nor
a hazard to public safety created. Any specific limitation in the technical specifications referring to
the control of the "follow-up" operations, such as the minimum distance of unfilled trench allowed
behind the excavating operations, shall be strictly enforced. The OWNER or OWNER'S
representative will notify the CONTRACTOR if his forces and/or equipment are insufficient to
such a degree that the public is unnecessarily inconvenienced and/or a hazard to the public
safety is created. The CONTRACTOR, upon notification by the OWNER or OWNER'S
representative shall make necessary changes to his forces and/or equipment.
SC-10 PERMITS: Permits and licenses of a temporary nature necessary for the prosecution of
the work shall be secured and paid for by the CONTRACTOR. Easement, right-of-way and
instruments of a permanent nature shall be secured and paid for by the OWNER. CONTRACTOR
shall obtain all required permits from the City of La Porte and any other affected agency.
SCA 1 CLEAN-UP: The CONTRACTOR shall at all times keep the site and structures or facilities
thereon free from accumulations of waste material, debris or rubbish caused by his employees or
work; at the completion of the work he shall remove from the site all his tools, surplus materials,
debris, and shall leave the site and his work "broom clean" or the equivalent, unless otherwise
noted on the drawings or specified by the OWNER. If directed, the CONTRACTOR shall
promptly clean up the site to the satisfaction of the OWNER at no additional cost to the OWNER.
SC-12 OPERATIONS AND BUSINESS OF THE OWNER: It is of great importance that the
OWNER'S operations meet with a minimum of interference resulting from the work requiring by
these Contract Documents. The CONTRACTOR shall, therefore, conduct his work in such a
manner as to permit these continued operations and so as not to interfere with the business of
the OWNER. The CONTRACTOR shall use the route of entry designated by the ENGINEER at
the pre -construction meeting and restrict all his vehicle and personnel to this route and to the site.
The blocking or hindering of traffic will not be permitted.
SC-13 SEPARATE CONTRACTS: The OWNER reserves the right to let other contracts in
connection with this work. The CONTRACTOR shall afford other contractors reasonable
opportunity for the introduction and storage of their materials and the execution of their work and
where required, shall properly connect and coordinate his work with theirs.
SC-14 RIGHTS OF VARIOUS INTERESTS: Wherever work being done by the OWNER'S forces
or by other contractors contiguous to work covered by this contractor, the respective rights or the
various interests involved shall be established by the OWNER or his resident inspector, to secure
the completion of the various portions of the work in general harmony. CONTRACTOR shall issue
work schedules in conflicting areas as requested by the OWNER or his resident inspector.
SC-15 STORAGE OF MATERIALS AND EQUIPMENT: Any material which has deteriorated,
become damaged or otherwise unfit for use, shall not be used in the work. Any material or
equipment must be stored at a location directed by the ENGINEER at the pre -construction
meeting. Upon completion of all work, or when directed by the OWNER, the CONTRACTOR shall
remove such storage facilities or equipment form the site.
SC-16 PUBLIC UTILITY OBSTRUCTIONS: Pipe lines and other existing underground structures
in the vicinity of the work are shown on the drawings according to the best information available
to the OWNER. The OWNER does not guarantee the accuracy of this information. The
CONTRACTOR shall make every effort to locate all underground utilities by prospecting in
advance of trench excavation. The cost of repair of existing utilities damaged by the
CONTRACTOR shall be borne by the CONTRACTOR, and shall be scheduled so as to cause the
least possible inconvenience to the public.
SC-7
Any delay or extra cost to the CONTRACTOR caused by pipe lines or other underground
structures or obstructions not shown on the plans or found in different locations than those
indicated, shall not constitute a claim for extra work, additional payments, or damages.
SC-17 SUBLETTING THE WORK: The CONTRACTOR shall perform with his own organization
and with the assistance of workmen under his immediate supervision, work not less than fifty
percent (50%) of the value of all work embraced in the Contract exclusive of items not commonly
found in contracts for similar work or which requires highly specialized knowledge, craftsmanship
and/or equipment not ordinarily available in the organizations of the contractor's performing work
of the character embraced in the Contract. No portion of the "work covered by these
specifications and materials, shall be sublet without written permission from the OWNER. If the
CONTRACTOR sublets any part of the work to be done under this Contract, he will not under any
circumstances be relieved of his responsibility and obligations. All transactions of the OWNER will
be with the CONTRACTOR. Subcontractors will be considered only in the capacity of employees
and/or workers and shall be subject to the same requirements as to character, competency,
wages and hours. The OWNER will not recognize any subcontractor on the work. The
CONTRACTOR shall at all times, when the work is in operation, be represented either in person
or by a qualified superintendent or other designated representative. A complete list of
subcontractors must be submitted within ten (10) days after start-up.
SC-18 PROTECTION OF EXISTING FACILITIES: The CONTRACTOR shall use construction
equipment, labor, or techniques to insure that existing facilities such as but not limited to, existing
utilities are not damaged. A careful pre -construction inspection of existing facilities will be made
with the OWNER and the CONTRACTOR.
SC-19 PROTECTION OF TREES AND SHRUBS: Any trees, shrubs, plants, or ornamental
growth within the right-of-way, not directly interfering with the construction of the road bed,
sidewalks, driveways or sewer shall be protected from damage by the CONTRACTOR. Any tree,
shrub, plant or ornamental growth that interferes with the construction of the roadway, sewers,
sidewalks or driveways shall be relocated to a location satisfactory to the adjoining property
owner outside of the street right-of-way. Large trees not conducive to moving shall be removed
and disposed.
SC-20 PROJECT SCHEDULING: CONTRACTOR shall coordinate all work with OWNER.
SC-21 WATER FOR CONSTRUCTION AND TESTING: CONTRACTOR may obtain water for
construction and testing from the City of La Porte. A construction meter will be provided at no
cost to the CONTRACTOR for the duration of construction. The CONTRACTOR shall be
required to pay for the water he uses.
SC-22 OPERATION OF EXISTING FACILITIES: The City of La Porte shall operate all existing
facilities (i.e., lift stations, valves, fire hydrants) during construction.
SC-23 OWNER'S PROPERTY INSURANCE: Owner shall not be required to provide any
additional property insurance coverage under this contract.
SC-24 REQUIRED CONTRACTOR INSURANCE: CONTRACTOR shall obtain insurance as
detailed. Each policy obtained by the CONTRACTOR for work with this contract, with exception of
the Worker's Compensation policy, shall name the OWNER and the ENGINEER as an additional
insured. The coverage and amounts designated are minimum requirements and do not establish
limits of the contractor's liability. Additional coverage may be provided at the CONTRACTOR'S
option and expense. Insurance must include:
General Liability:
Commercial General Liability
SC-8
General Aggregate
Personal Injury
Each Occurrence
Automobile Liability:
Combined Single Limit
Excess Liability:
Umbrella Each Occurrence
Each Aggregate
$1,000,000.00
$1,000,000.00
$1,000,000.00
$1,000,000.00
$1,000,000.00
$1,000,000.00
Worker's Compensation:
A. Definitions:
Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of
authority to self -insure issued by the commission, or a coverage agreement (TWCC-B1, TWCC-
82, TWCC-83 or TWCC-84), showing at a minimum the statutory workers' compensation
insurance coverage as required by the State of Texas for the person's or entity's employees
providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project
until the contractor's work on the project has been completed and accepted by the OWNER.
Persons providing services on the project - includes all persons or entities performing all
or part of the services the contractor has undertaken to perform on the project, regardless of
whether that person has employees. This includes, without limitation, independent contractors,
subcontractors, leasing companies, motor carriers, owner -operators, employees of any such
entity, or employees of any entity which furnishes persons to provide services on the project.
"Services" include, without limitation, providing, hauling, or delivering equipment or materials, or
providing labor, transportation, or other services related to the project. "Services" does not
include activities unrelated to the project, such as food/beverage vendors, office supply deliveries,
and delivery of portable toilets.
B. The CONTRACTOR shall provide coverage, based on proper reporting of
classification codes and payroll amounts and filing of any coverage agreements, which meets the
statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the
contractor providing services on the project, for the duration of the project.
C. The CONTRACTOR must provide a certificate of coverage to the OWNER prior to
being awarded the contract.
D. If the coverage period shown on the contractor's current certificate of coverage ends
during the duration of the project, the contractor must, prior to the end of the coverage period, file
a new certificate of coverage with the OWNER showing that coverage has been extended.
E. The CONTRACTOR shall obtain from each person providing services on the project,
and provide the OWNER:
(1) a certificate of coverage, prior to that person beginning work on the project,
so the OWNER will have on file certificates of coverage showing coverage for all persons
providing services on the project; and
(2) no later than seven (7) days after receipt by the contractor, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project.
SC-9
F. The CONTRACTOR shall retain all required certificates of coverage for the duration of
the Project and for one (1) year thereafter.
G. The CONTRACTOR shall notify the OWNER in writing by certified mail or personal
delivery, within ten (10) days after the contractor knew or should have known, of any change that
materially affects the provisions of coverage of any persons providing services on the project.
H. The CONTRACTOR shall post on each project site a notice, in the text, form and
manner prescribed by the Texas Workers' Compensation Commission, informing all persons
providing services on the Project that they are required to be covered, and stating how a person
may verify coverage and report lack of coverage.
I. The CONTRACTOR shall contractually require each person with whom it contracts to
provide services on the Project, to:
(1) provide coverage, based on proper reporting of classification codes and
payroll amount and filing of any coverage agreements, which meets the statutory requirements of
Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project,
for the duration of the Project;
(2) provide to the CONTRACTOR, prior to that person beginning work on the
Project, a certificate of coverage showing that coverage is being provided for all employees of the
person providing services on the Project, for the duration of the Project;
(3) provide the CONTRACTOR, prior to the end of the coverage period, a new
certificate of coverage showing extension of coverage, if the coverage period shown on the
current certificate ends during the duration of the Project;
(4) obtain from each other person with whom it contracts, and provide the
CONTRACTOR:
(a) a certificate of coverage, prior to the other person beginning work on
the project; and
(b) a new certificate of coverage showing extension of coverage, prior to
the end of the coverage period, if the coverage period shown on the current certificate ends
during the duration of the Project.
(5) retain all required certificates of coverage on file for the duration of the Project
and for one (1) year thereafter;
(6) notify the OWNER in writing by certified mail or personal delivery, within ten
(10) days after the person knew or should have known, of any change that materially affects the
provisions of coverage of any person providing services on the Project; and
(7) contractually require each person with whom it contracts, to perform as
required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for
whom they are providing service.
J. By signing this contract, the CONTRACTOR is representing to the OWNER that all
employees of the CONTRACTOR who will provide services on the Project will be covered by
workers' compensation coverage for the duration of the Project, that the coverage will be based
on proper reporting of classification codes and payroll amounts, and that all coverage agreements
will be filed with the appropriate insurance carrier or, in the case of a self -insured, with the
Commission's Division of Self -Insurance Regulations. Providing false or misleading information
SC-10
may subject the CONTRACTOR to administrative penalties, criminal penalties, or other civil
action.
K. The CONTRACTOR'S failure to comply with any of these provisions is a breach of
contract by the CONTRACTOR which entitles the OWNER to declare the Contract void if the
CONTRACTOR does not remedy the breach within ten (10) days after receipt of notice of breach
from the City.
The CONTRACTOR shall be responsible for insurance to cover equipment, tools, materials,
supplies, etc. used in the performance of work, owned or rented, the capital value of which is not
included in the cost of this Contract.
Insurance policies are to be written by companies authorized to do business under the laws of the
State of Texas and on forms approved by the Insurance Commission of the State of Texas. The
CONTRACTOR shall provide the OWNER a copy of all insurance policies.
All of the insurance required to be carried by the CONTRACTOR shall be by policies which shall
require on their face, or by endorsement, ten (W) days written notice to the OWNER before they
may be cancelled and within which ten day period the CONTRACTOR covenants that it will
provide other suitable policies in lieu of those about to be cancelled so as to maintain in effect the
coverage required under the provisions hereof. Failure or refusal of the CONTRACTOR to obtain
and keep in force the above required insurance coverage shall authorize the OWNER, at its
option, to terminate this contract at once.
The CONTRACTOR shall indemnify and save harmless the OWNER, its officers, employees, and
agents from all claims and liability due to the activities of itself, its agents, or employees
performed under this contract and which result from an error, omission, or negligent act of the
CONTRACTOR or of any person employed by the CONTRACTOR. The CONTRACTOR shall
indemnify and save harmless the OWNER from any and all expenses, including attorney fees,
which might be incurred by the OWNER in litigation or otherwise resisting said claims or liabilities
which might be imposed on the OWNER as a result of such activities by the CONTRACTOR, his
agents, or employees.
SC 25 QUALIFICATIONS FOR SURETIES ISSUING BONDS: As required by City of La Porte
Ordinance No. 1773, approved July 22, 1991, corporate sureties issuing payment and
performance bonds payable to the City of La Porte on public works projects shall meet all of the
following criteria:
a. The surety company must be authorized to do business in the State of Texas, which
authorization must be recorded in the files of the Texas State Board of Insurance;
b. The surety company must be an approved surety company listed in the current United
States Department of Treasury list of approved corporate sureties for payment and
performance bonds for federal jobs, including specifically the rules to underwriting
limitation;
C. The surety company must be authorized to issue payment and performance bonds in the
amount required for the Contract, which authorization must be recorded in the files of the
Texas State Board of Insurance;
d. The person executing the Payment and Performance Bonds must be a licensed Texas
local recording agent and such licensing must be recorded in the files of the Texas State
Board of Insurance; and
e. The person executing the Payment and Performance Bonds must be authorized by the
surety company to execute performance and payment bonds on behalf of the company in
SC-11
the amount required for the Contract and such authorization must be recorded in the files
of the State Board of Insurance.
f. Failure to meet the criteria for acceptability of surety company issuing Payment and
Performance Bonds will result in the disqualification of the bid.
g. The Payment and Performance Bonds shall remain in effect at least one year beyond
final acceptance of work under the Contract by the Owner.
SC-26 RETAINAGE: If the total Contract price is greater than $400,000.00, five percent (5%) of
the total contract price will be retained until final payment as described below. If the total Contract
price is less than $400,000.00, ten percent (10%) of the total contract price will be retained until
final payment as described below. On or before the tenth (10th) day of the month, the
CONTRACTOR shall prepare and submit to the ENGINEER for approval or modification a
statement showing as completely as practicable the total value of the work done by the
CONTRACTOR up to and including the last day of the preceding month; said statement shall also
include the value of all sound materials delivered on the site of the work that are to be fabricated
into the work.
For total Contract prices (Base Bid) greater than $400,000.00, the OWNER shall then pay the
CONTRACTOR on or before the fifteenth (15th) day of the following month of the following month
the amount of the approved statement, less five percent (5%) of the amount thereof, which shall
be retained until final payment, and further less all previous payments and all further sums that be
retained by the OWNER under the terms of the Agreement.
For total Contract prices (Base Bid) less than $400,000.00, the OWNER shall then pay the
CONTRACTOR on or before the fifteenth (15th) day of the following month of the following month
the amount of the approved statement, less ten percent (10%) of the amount thereof, which shall
be retained until final payment, and further less all previous payments and all further sums that be
retained by the OWNER under the terms of the Agreement.
It is understood, however, that in case the whole work be near to completion and some
unexpected and unusual delay occurs due to no fault of the CONTRACTOR, the OWNER may,
upon written recommendation of the ENGINEER, pay a reasonable and equitable portion of the
retained percentage to the CONTRACTOR, or the CONTRACTOR at the OWNER'S option, may
be relieved of the obligation to fully complete the work and, thereupon, the CONTRACTOR shall
receive payment of the balance due him under the Contract subject to those conditions under the
General Conditions, Article 14, Payments to CONTRACTOR and completion.
SC-27 PREVAILING WAGES: The CONTRACTOR and his subcontractors shall expressly
comply with Article 5159A, Revised Civil Statutes of Texas, 1925, commonly known as, "The
Prevailing Wage Act' including the latest provisions. Not less than the minimum prevailing wage
for the Harris County area as attached at the end of the special conditions shall be paid for labor
which is employed by the CONTRACTOR and his subcontractors for execution of this contract.
The CONTRACTOR and his subcontractors shall keep accurate records of the names, wage
classifications, and hourly wages paid to each worker employed on this project. These records
shall be open to inspection by the OWNER.
the final interpreter of the req
acceptability of work thereunder.
?PTABILITY: The Engineer will be
documents and sole judge of the
SC-29 DISPUTE RESOLUTION METHODS AND PROCEDURES: ENGINEER will be the
initial interpreter of the requirements of the Contract Documents and judge of the acceptability of
the Work thereunder. Claims, disputes and other matters relating to the acceptability of the Work
or the interpretation of the requirements of the Contract Documents pertaining to the performance
SC-12
and furnishing of the Work in respect of changes in the Contract Price or Contract Times will be
referred initially to ENGINEER in writing with a request for a formal decision in accordance with
this paragraph. Written notice of each such claim, dispute or other matter will be delivered by the
claimant to ENGINEER and the other party to the Agreement promptly (but in no event later than
30 days) after the start of the occurrence or event giving rise thereto, and written supporting data
will be submitted to ENGINEER and the other party within 45 days after the start of such
occurrence or event unless ENGINEER allows an additional period of time for the submission of
additional or more accurate data in support of such claim, dispute or other matter. The opposing
party shall submit any response to ENGINEER and the claimant within 30 days after receipt of
the claimant's last submittal (unless ENGINEER allows additional time). ENGINEER will render a
formal decision in writing within 30 days after receipt of the opposing party's submittal, if any, in
accordance with this paragraph. The Engineer's rendering of a formal decision shall be a
condition precedent to further dispute resolution actions.
Mediation:
Any Claim arising out of or related to the Contract may, by mutual agreement between the
parties, and after initial decision by the ENGINEER, be subject to mediation.
By mutual agreement, the parties may endeavor to resolve their Claims by mediation which,
unless the parties mutually agree otherwise, shall be in accordance with the Construction Industry
Mediation Rules of the American Mediation Association currently in effect. Request for mediation
shall be filed in writing with the other party to the Contract and with the American Mediation
Association.
The parties shall share the mediator's fee and any filing fees equally. The mediation shall be held
in the place where the Project is located, unless another location is mutually agreed upon.
Agreements reached in mediation shall be enforceable as settlement agreements in any court
having jurisdiction thereof.
Arbitration:
All parties agree that under no circumstances. shall any dispute or claim arising of or related to the
contract be eligible for arbitration. .
Limitation on Consolidation or Joinder. No mediation arising out of or relating to the
Contract shall include, by consolidation or joinder or in any other manner, the ENGINEER, the
ENGINEER'S employees or consultants, except by written consent containing specific reference
to the Agreement and signed by the ENGINEER, OWNER, CONTRACTOR or any other person
or entity sought to be joined. No mediation shall include, by consolidation or joinder or any other
manner, parties other than the OWNER, CONTRACTOR, and other persons substantially
involved in a common question of fact or law whose presence is required if complete relief is to
be accorded in mediation. No person or entity other than the OWNER, CONTRACTOR shall be
included as an original third party or additional third parry to an mediation whose interest or
responsibility is insubstantial. Consent to mediation involving an additional person or entity shall
not constitute consent to mediation of a Claim not described therein or with a person or entity not
described therein. The foregoing agreement to mediate and other agreements to mediate with an
additional person or entity duly consented to by parties to the Agreement shall be specifically
enforceable under applicable law in any court having jurisdiction thereof.
Claims and Timely Assertion of Claims. The party filing a notice of demand for mediation
must assert in the demand all Claims then known to that party on which mediation is permitted to
be demanded.
SC-30 DRUG AND ALCOHOL POLICY: The CONTRACTOR shall have in place a drug and
alcohol policy that shall govern the actions of his employees and any workers in his employ
SC-13
undertaking the awarded contract work on the OWNER'S property. The OWNER expects the
CONTRACTOR to enforce his own drug an alcohol policy. Lack of a drug and alcohol policy
governing the actions and/or behavior of the CONTRACTOR'S personnel or failure to on the part
of the CONTRACTOR to enforce said drug and alcohol policy shall be grounds for non -award or
constitute breach of this contract.
SC-14
SUBMITTALS
1.0 PRIOR TO BEGINNING WORK
Submit the following items with the signed agreement form as a prerequisite to starting the work. Prepare
the number of copies which the Contractor requires for distribution plus three (3) copies to be distributed by
the Engineer. For structural shop drawings and calculations, provide one (1) extra copy for distribution by the
Engineer. The location of information concerning each submittal is referenced. Failure to make any required
submittal in acceptable form within the time frame specified may be grounds for withholding payment.
a. Performance Bond. Bidding Documents, Contract Forms, Supplementary Conditions.
b. Payment Bond. Bidding Documents, Contract Forms, Supplementary Conditions.
C. Certificate of Insurance. General and Supplementary Conditions.
d. List of Subcontractors. General and Supplementary Conditions.
e. Material and Equipment List. Supplementary Conditions and specification sections.
f. Construction Schedule. General Conditions and as specified in the section on Construction Schedule.
2.0 DURING CONSTRUCTION
During the progress of the work make the following submittals in a timely manner to prevent any delay in the
work.
a. Work Schedules. Submit progress schedules monthly as an evidence that the project will be ready for
occupancy by the date of substantial completion. Four (4) copies are required.
b. Shop Drawings Product Data and Samples. Submit, in accordance with the section on Shop
Drawings, Product Data and Samples included in the contract documents and specifications (General
Requirements).
C. Application for Payment Submit applications for partial payment as specified in the General and
Supplementary Conditions and within the time specified in the agreement.
d. Change Order Proposal. A proposal for change order may be submitted to the Engineer whenever a
need arises. The request must be in writing and must include sufficient information to assess the need for a
change in the work, the contract time, or the contract sum.
3.0 PROJECT CLOSEOUT
With a written notice of completion submit the following items in the proper form as a condition of final
acceptance of the work:
a. Project Record Documents. Submit in accordance with the section on Project Record Documents
included in Division 1, General Requirements.
b. Guarantees Warranties and Bonds. As required in the General and Supplementary Conditions and
listed in various sections of the specifications.
-000--
01300-1
SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
1.0 GENERAL
a. Submit shop drawings, product data, and samples required by specification sections.
b. Shop drawings, product data, and samples are not considered a part of contract documents.
C. Schedule submissions at least 15 days before reviewed submittals will be needed.
2.0 CONTRACTOR RESPONSIBILITIES
a. Review shop drawings, product data and samples prior to submission. Verify:
(1) Field measurements
(2) Field construction criteria
(3) Catalog numbers and other data
(4) Conformance with submission requirements
b. Coordinate each submittal with contract documents and work schedules to prevent any delay in the
work.
C. Contractor's responsibility for errors and omissions is not relieved by the Engineer's review of
submittals.
d. At time of submission, and in writing, notify the Engineer of submittal deviations from contract
documents. Contractor's responsibility for deviations from contract documents is not relieved by
the Engineer's review of submittals unless the Engineer gives written acceptance of specific
deviations.
e. Begin no work related to submittals until return of submittals with the Engineer's stamp and initials
or signature indicating review.
f. Distribute copies after the Engineer's review.
3.0 ENGINEER'S DUTIES
I
a. Review submittals with reasonable promptness to prevent any delay in the work. Review for
conformance with:
I
(1) Design concept of project
(2) Contract documents
b. Review of a separate item does not constitute review of an assembly in which the item functions.
C. Return to Contractor those submittals which do not meet the requirements and require correction
01340-1
and resubmission.
d. Affix stamp and initials or signature certifying review of submittal.
e. Return reviewed submittals to Contractor for distribution.
4.0 PREPARATION REQUIREMENTS
4.1 SHOP DRAWINGS
a. Preparation by a qualified detailer is required.
b. For Mechanical and Electrical work use the same sheet size as contract drawings.
C. Where necessary for clarity, identify details by reference to sheet and detail numbers on contract
drawings.
d. Include on the drawing all information required for submission or submit transmittal letter containing
required information.
e. Prepare the number of copies which the Contractor requires for distribution plus three (3) copies to
be distributed by the Engineer. For electrical and structural shop drawings, provide one (1) extra
' copy for distribution by the Engineer.
4.2 PRODUCT DATA
a. Modify the manufacturer's standard schematic drawings to delete or supplement information as
applicable.
b. For manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts,
illustrations, and other descriptive data:
(1) Clearly mark each copy to identify pertinent materials, products, or models.
(2) Show dimensions and clearances required.
(3) Show performance characteristics and capacities.
(4) Show wiring diagram and controls.
C. Include on the data all information required for submission or submit transmittal letter containing
required information.
d. Prepare the number of copies which the Contractor requires for distribution plus three (3) copies to
be retained by the Engineer. For electrical and structural product data, provide one (1) extra copy
for distribution by the Engineer.
4.3 SAMPLES
a. Submit office samples of sufficient size and quantity to clearly illustrate:
01340-2
(1) Functional characteristics of project or materials with integrally related parts and attachment
devices.
(2) Full range of color samples.
b. Erect field samples and mock-ups at the project site in an acceptable location. Construct each
sample complete, including work of all trades required in finished work.
C. Include in transmittal letter all information required for submission.
d. Prepare the number of samples specified.
5.0 SUBMISSION REQUIREMENTS
a. Accompany submittals with a transmittal letter in duplicate.
b. Include the following information for each submittal:
(1) Date and revision dates
(2) Project title and number
(3) The names of the
(a) Engineer
(b) Contractor
(c) Subcontractor
(d) Supplier
(e) Manufacturer
(4) Identification of project or material
(5) . Relation to adjacent structure or materials
(6) Field dimensions clearly identified as such
(7) Specification section number
(8) Applicable standards, such as ASTM number or Federal Specification
(9) A blank space on each shop drawing, approximately 5 x 5', for the Engineer's stamp.
(10) Identification of deviations from contract documents
(11) Contractor's stamp, initialed or signed, certifying review of submittal, verification of field
measurements and compliance with contract documents.
01340-3
6.0 RESUBMISSION REQUIREMENTS
6.1 SHOP DRAWINGS
a. Revise initial drawings as required and resubmit as specified for initial submittal.
b. Indicate on drawings any changes which have been made other than those requested by the
Engineer.
6.2 PRODUCT DATA AND SAMPLES
Submit new data and samples as required for initial submission.
7.0 DISTRIBUTION AFTER REVIEW
a. Distribute copies of shop drawings and product data which carry the Engineers stamp to:
(1) Contractors file
(2) Job site file
(3) Record document file
(4) Other prime contractors
(5) Subcontractors
(6) Supplier
(7) Fabricator
b. Distribute samples as directed. After review, samples may be used in construction.
-000--
01340-4
LABORATORY SERVICES
1.0 GENERAL
1.1 PAYMENT
a. The Owner will employ and pay for services of an independent testing laboratory to perform
specified testing.
1.2 RELATED WORK
a. General Conditions of the Contract for Construction. Inspections and testing required by laws,
ordinances, rules and regulations, or orders of public authorities are the responsibility of the
Contractor.
b. Specification Sections. Contained in the various specification sections are requirements for
_ certification of products, testing, adjusting and balancing of equipment, and other tests and
standards.
C. Division 2 Site Work. Subsurface exploration.
1.3 WORK INCLUDED
Testing is required in accordance with standard City of La Porte Specifications.
2.0 TESTING LABORATORY
2.1 QUALIFICATIONS
a. Standards.
(1) Meet "Recommended Requirements for Independent Laboratory Qualification," latest
edition, published by American Council of Independent Laboratories.
(2) .Meet basic requirements of ASTM E-329, "Standards of Recommended Practice for
Inspection and Testing Agencies for Concrete and Steel as Used in Construction."
(3) Submit copy of report of inspection of facilities made by Materials Reference Laboratory of
National Bureau of Standards during most recent tour of inspection, with memorandum of
remedies of any deficiencies reported by inspection.
2.2 DUTIES
a. Cooperate with the Engineer and Contractor and provide qualified personnel promptly on notice.
b. Perform specified inspections, sampling and testing of materials and methods of construction:
(1) Comply with specified standards, ASTM, other recognized authorities, and as specified.
(2) Ascertain compliance with requirements of the contract documents.
01410-1
C. Promptly notify the Engineer and Contractor of irregularities or deficiencies of work which are
observed during performance of services.
d. Promptly prepare and distribute reports of inspections and tests as follows:
(1) Engineer: Two (2) copies
(2) Contractor: One (1) copy
e. Include the following information for each test as well as additional data specified in the applicable
section:
(1) Date of Test
-- (2) Location of Test
(3) Specified Standards
(4) Test Results
(5) Remarks
2.3 LIMITS OF AUTHORITY
The laboratory is not authorized to:
a. Release, revoke, alter, or enlarge on requirements of the contract documents.
b. Approve or accept any portion of the work.
C. Perform any duties of the Contractor.
3.0 CONTRACTOR'S RESPONSIBILITIES
a. Cooperate with laboratory personnel, provide access to the work, or to manufacturer's operations.
b. Provide to laboratory, preliminary representative samples of materials to be tested, in required
quantities.
C. Furnish labor and equipment:
(1) To provide access to the work to be tested.
(2) To obtain and handle samples at the site.
(3) To facilitate inspections and tests.
(4) For laboratory's exclusive use for storage and curing of test samples.
d. Notify the laboratory at least 48 hours in advance of operations to allow for his assignment of
personnel and scheduling of tests.
e. Arrange with the laboratory and pay for additional samples and tests required for the Contractor's
convenience.
--000--
01410-2
FIELD PROJECT REPRESENTATIVE SERVICES
1.0 GENERAL
1.1 SCOPE
This section summarizes the duties, responsibilities, and limitations of authority of the Field Project
Representative (FPR) in connection with his observation of the work.
1.2 AUTHORITY
a. The definition of the Engineers duties provides authority for observation of the work.
b. The FPR's authority to require special inspection or testing in connection with rejected work is also
provided in the General Conditions. Furthermore, the provisions that, upon request by the
Contractor, the FPR observe and accept or reject any material furnished is also granted in the
General Conditions.
C. The provision for removing work for observation by the FPR is set forth in the General Conditions in
the paragraph concerning uncovering of work.
2.0 DEFINITIONS
a. FPR. A representative of the Engineer or Owner will be assigned authority to observe the work.
b. Working Day. FPRs are generally not required to work on Saturdays, Sundays, or legal holidays. If
the Contractor plans work on a Saturday or legal holiday, prior arrangements should be made for a
FPR not later than two (2) days prior to the Saturday or legal holiday.
C. Unobserved Work. Any work performed on a Saturday, Sunday, or legal holiday without benefit of
an observation by FPR may require removal and replacement if so directed by the FPR. Removal
and replacement will be completed at no additional cost to the Owner.
3.0 DUTIES OF THE FIELD PROJECT REPRESENTATIVE.
a. Assist the Contractors superintendent in understanding the intent of the contract documents.
b. Conduct on -site observations of the work in progress as a basis for determining conformance of
work, materials, and equipment with the contract documents.
C. Consider and evaluate suggestions or recommendations which may be submitted by the Contractor
to the Engineer and report them with recommendations for the Engineers final decision.
d. Be alert to the construction schedule and to conditions which may cause delay in completion, and
report same to the Engineer.
e. Maintain liaison with the Contractor and all Subcontractors on the project only through the
Contractors superintendent.
f. Attend conferences held at the project site as directed by the Engineer. Report to the Engineer the
01420-1
results of such meetings.
g. Advise the Engineer in advance of the schedules of tests and observe that tests at the project site,
which are required by the contract documents, are actually conducted. Observe, record, and report
to the Engineer all details relative to the test procedure.
h. If inspectors representing local, state, or federal agencies having jurisdiction over the project visit
the site, accompany such inspectors during their trips through the project. Record and report to the
Engineer's office the results of these inspections.
i. Receive samples, which are required, to be furnished at the site; record date received, from whom,
and notify the Engineer of their readiness for examination; record Engineer's approval or rejection;
and maintain custody of approved samples.
j. Review applications for payment submitted by the Contractor and forward them with
recommendations to the Engineer for disposition.
k. After substantial completion, check each incomplete or defective item as it is corrected.
I. If a situation arises during construction which requires that work be rejected, report such situation
immediately to the Engineer.
M. The field project representative shall not:
(1) Authorize deviations from the contract documents.
(2) Personally conduct any tests.
(3) Enter into the area of responsibility of the Contractor's superintendent.
(4) Expedite the work for the Contractor.
(5) Advise on or issue directions relative to any aspect of construction means, methods,
techniques, sequences or procedures, or for safety precautions and programs in connection
with the work.
(6) Authorize or suggest that the Owner occupy the project, in whole or in part, prior to
substantial completion.
(7) Issue a recommendation for payment.
-000--
01420-2
LABORATORY SERVICES
1.0 GENERAL
1.1 PAYMENT
a. The Owner will employ and pay for services of an independent testing laboratory to perform
specified testing.
1.2 RELATED WORK
a. General Conditions of the Contract for Construction. Inspections and testing required by laws,
ordinances, rules and regulations, or orders of public authorities are the responsibility of the
Contractor.
b. Specification Sections. Contained in the various specification sections are requirements for
certification of products, testing, adjusting and balancing of equipment, and other tests and
standards.
C. Division 2 Site Work. Subsurface exploration.
1.3 WORK INCLUDED
Testing is required in accordance with standard City of La Porte Specifications.
2.0 TESTING LABORATORY
2.1 QUALIFICATIONS
a. Standards.
(1) Meet 'Recommended Requirements for Independent Laboratory Qualification," latest
edition, published by American Council of Independent Laboratories.
(2) Meet basic requirements of ASTM E-329, "Standards of Recommended Practice for
Inspection and Testing Agencies for Concrete and Steel as Used in Construction."
(3) Submit copy of report of inspection of facilities made by Materials Reference Laboratory of
National Bureau of Standards during most recent tour of inspection, with memorandum of
remedies of any deficiencies reported by inspection.
2.2 DUTIES
a. Cooperate with the Engineer and Contractor and provide qualified personnel promptly on notice.
b. Perform specified inspections, sampling and testing of materials and methods of construction:
(1) Comply with specified standards, ASTM, other recognized authorities, and as specified.
(2) Ascertain compliance with requirements of the contract documents.
01410-1
C. Promptly notify the Engineer and Contractor of irregularities or deficiencies of work which are
observed during performance of services.
d. Promptly prepare and distribute reports of inspections and tests as follows:
(1) Engineer: Two (2) copies
(2) Contractor: One (1) copy
e. Include the following information for each test as well as additional data specified in the applicable
section:
(1) Date of Test
(2) Location of Test
(3) Specified Standards
(4) Test Results
(5) Remarks
2.3 LIMITS OF AUTHORITY
_ The laboratory is not authorized to:
a. Release, revoke, alter, or enlarge on requirements of the contract documents.
b. Approve or accept any portion of the work.
C. Perform any duties of the Contractor.
3.0 CONTRACTOR'S RESPONSIBILITIES
a. Cooperate with laboratory personnel, provide access to the work, or to manufacturer's operations.
b. Provide to laboratory, preliminary representative samples of materials to be tested, in required
quantities.
C. Furnish labor and equipment:
(1) To provide access to the work to be tested.
(2) To obtain and handle samples at the site.
(3) To facilitate inspections and tests.
(4) For laboratory's exclusive use for storage and curing of test samples.
d. Notify the laboratory at least 48 hours in advance of operations to allow for his assignment of
personnel and scheduling of tests.
e. Arrange with the laboratory and pay for additional samples and tests required for the Contractors
convenience.
-.000--
01410-2
TEMPORARY FACILITIES AND CONTROLS
1.0 GENERAL
The facilities and controls specified in this section are considered minimum for the project. After obtaining
approval, the Contractor can provide additional facilities and controls which he deems necessary for proper
execution of the work and to meet his responsibilities for protection of persons and property.
2.0 BUILDINGS
a. Field Office. A temporary field office is not required.
b. Storage. Provide watertight storage facilities of suitable size with floor above ground level for all
materials susceptible to weather damage. Storage of other materials on blocks off the ground is
acceptable. Place materials to permit easy access for inspection and identification.
C. Other Buildings. The location or building of structures or the erection of tents or other forms of
protection are allowed as approved.
3.0 UTILITIES
a. Job Telephone. A telephone is not required.
b. Temporary Connections. Arrange and secure all temporary connections for electricity, gas, and other
services needed to do the work. Water is available from the City of La Porte; contact Public Works
about connection and metering of water obtained from the La Porte public water system. The cost of
connection and use shall be paid by the Contractor.
4.0 SANITATION
Provide and maintain sanitary conveniences to satisfy requirements of local or state health authorities,
ordinances, and laws. Obtain approval for location, secluded from public view. Provide a self-contained,
above -ground, temporary toilet facility which is sealed and leak -proof.
5.0 ACCESS ROADS AND PARKING
Access and parking at the site is not limited by provisions other than those explained under USE OF
PREMISES under SUMMARY OF WORK.
6.0 REMOVAL OF TEMPORARY FACILITIES AND CONTROLS
Prior to substantial completion, remove all temporary buildings, storage facilities, sanitary conveniences, and
signs. Disconnect all temporary utility connections. Clear the area of unnecessary safety items and
temporary controls. Remove or restore, as required, all temporary roads and parking areas. Clean up the
entire area as specified in the section on Cleaning and Adjusting.
--000--
01500-1
CLEANING AND ADJUSTING
1.0 GENERAL
1.1 RESPONSIBILITY
a. The Contractor is responsible for cleaning and adjusting the work. If the Contractor fails to clean
and adjust the work, the Owner may do so and charge the resulting costs to the Contractor. If the
Contractor fails to pay the resulting costs, then the Contractor agrees that Contractor's bonds may
be seized for compensation.
b. Detailed cleaning and adjusting requirements for specific trades or work are specified in sections
pertaining to that trade or work.
1.2 REQUIREMENTS OF REGULATORY AGENCIES
a. Fire Protection. Store volatile waste in covered metal containers and remove from premises daily.
b. Pollution Control. Conduct cleaning and disposal operations in compliance with local ordinances and
antipollution laws.
(1) Burning or burying of rubbish and materials on the project site is permitted, provided all local,
state, and federal regulations are complied with.
(2) Disposal of volatile fluid wastes and other chemical wastes in storm or sanitary sewer
systems or into streams or waterways is not permitted.
c. Safety Standards. Maintain the project in accordance with safety and insurance standards.
2.0 PRODUCTS
Use only cleaning materials recommended by the manufacturer of the surface to be cleaned. Employ
cleaning materials as recommended by the cleaning material manufacturer.
3.0 EXECUTION
3.1 DURING CONSTRUCTION
a. Oversee cleaning and insure that the premises are maintained free from accumulations of waste
material and rubbish. Do not allow waste materials, rubbish, and debris to accumulate and become
unsightly or create a hazard. Provide containers and locate on site for collection of waste material,
rubbish and debris.
b. At reasonable intervals during progress of the work, collect and dispose of waste material, rubbish,
and debris. Handle waste in a controlled manner. Do not drop or throw materials from heights.
3.2 FINAL CLEANING AND ADJUSTING
a. Use experienced workmen or professional cleaners for final cleaning.
01710-1
b. Remove grease, dust, dirt, stains, paint, oil, labels, fingerprints, and other foreign materials from
interior and exterior surfaces. Repair, patch, and touch-up marred surfaces to match adjacent
finishes.
c. Broom clean paved surfaces; rake clean other surfaces of grounds.
d. If installed features of the work fail to operate or operate improperly, make the necessary
adjustments to permit and insure proper operation. Remove and repair or replace misadjusted items
if necessary for proper adjustment.
e. Remove all waste material and rubbish from the project area, as well as all tools, construction
equipment, machinery, surplus materials, and temporary facilities.
f. Immediately prior to acceptance or occupancy, conduct a final inspection of exposed interior and
exterior surfaces to verity that the work is properly cleaned. Maintain cleaning until the premises are
occupied by the Owner.
3.3 ADJACENT AREAS
To the Owners satisfaction, clean or repair adjacent areas affected by the construction. Remove dust
and debris in the adjacent area. Repair, patch, and touch-up marred surfaces to match adjacent finishes.
.1.
01710-2
PROJECT RECORD DOCUMENTS
1.0 GENERAL
Prepare and maintain record documents for the project to accurately reflect the construction as built.
Documents must be submitted at work completion as a condition of final acceptance.
2.0 MAINTENANCE OF RECORD DOCUMENTS
a. Maintain at the job site, one (1) copy of:
(1) Contract drawings
(2) Complete set of specifications
(3) Addenda
(4) Reviewed shop drawings
(5) Change orders and field orders
(6) Other contract modifications
(7) Field test records
(8) Correspondence
b. Store record documents in an approved location apart from documents used for construction. Do
not use record documents for construction purposes. Provide files and racks for orderly storage.
Maintain documents in clean, dry, legible condition. Make documents available at all times for
inspection by the Engineer.
3.0 MARKING DEVICES
Mark all changes with red pencil.
4.0 RECORDING
a. Keep record documents current. Do not permanently conceal any work until required information
has been recorded.
b. Label each document 'PROJECT RECORD" in two-inch (2") high printed letters. Legibly mark
contract drawings to record actual construction:
(1) Depths of various elements of foundation in relation to survey data.
(2) Horizontal and vertical location of underground and underslab utilities and appurtenances
referenced to permanent surface improvements.
(3) Location of internal utility and appurtenances referenced to permanent surface
01720-1
improvements.
(4) Field changes of dimension and detail.
I
(5) Changes made by change order or field order.
(6) Details not on original contract drawings.
C. Legibly mark specifications and addenda to record:
(1) Manufacturer, trade name, catalog number, and supplier of each product and item of
equipment actually installed.
(2) Changes made by change order or field order.
(3) Other matters not originally specified.
d. Legibly annotate the following shop drawings to record changes made after review:
(1) Manufacturer, trade name, catalog number, and supplier of each product and item of
equipment actually installed.
(2) Changes made by change order or field order.
(3) Other matters not originally specified.
5.0 SUBMITTAL
a. At project completion, deliver record documents to the Engineer. Place all letter -sized material in a
three (3) ring binder, neatly indexed. Bind contract drawings and shop drawings in rolls of
convenient size for ease of handling.
b. Accompany the submittal with a transmittal letter in duplicate,
containing:
(1) Date
(2) Project title and number
(3) Contractor's name and address
(4) Title number of each record document
(5) Certification that each document as submitted is complete and accurate.
(6) Signature of Contractor
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01720-2
TECHNICAL SPECIFICATIONS
ITEM 00104
REMOVING OLD CONCRETE
104.1 Description. "Removing Old Concrete" shall consist of breaking up and satisfactorily
disposing of concrete pavement, driveways, sidewalks, combined curb and gutter, or curb and all
concrete structures.
� 104.2 Construction Methods. Existing concrete to be disposed of, consisting of pavement,
driveways, sidewalks, combined curb and gutter or curb, shall be broken up into pieces by air -
driven machinery or other suitable means. The use of explosives for breaking up old concrete will
not be permitted, unless authorized by the Engineer, and when so authorized, adequate
precautions shall be given to prevent damage to adjacent property. Reinforcing steel shall be cut
as necessary for satisfactory disposal.
Where only a portion of the existing concrete is to be removed, special care shall be exercised to
avoid damage to that portion of the concrete to remain in -place. The existing concrete shall be
cut to the neat lines shown on the plans or established by the Engineer and any existing concrete
beyond the neat lines so established which is damaged or destroyed by these operations shall be
replaced at the Contractor's entire expense. Where sawcutting is required, it shall be incidental to
the removal of old concrete.
Where indicated on the plans, old concrete which is removed shall be loaded, hauled and
disposed of by the Contractor at locations to be obtained by him.
Work performed under this item shall be inaugurated at such time and prosecuted in such a
manner as to cause a minimum of inconvenience to traffic or owners of adjacent property.
104.3 Measurement. Existing concrete pavements with or without curbs, driveways, sidewalks,
median strips, and riprap, removed as prescribed above, will be measured by the square yard in
its original position, regardless of its thickness or the depth of covering.
Existing combined concrete curb and gutter and concrete curb, not on concrete pavement,
removed as prescribed above will be measured by the linear foot in its original position,
regardless of the dimensions of same. Monolithic concrete and/or doweled concrete curb will be
considered as part of the concrete pavement and will not be measured separately.
—' Removal of concrete structures shall be by the lump sum.
104.4 Payment. The work performed as prescribed by this item, measured as provided under
"Measurement' will be paid for at the unit price bid for "Removing Old Concrete" (of the type
specified), which price shall be full compensation for breaking up the concrete, cutting reinforcing
steel when required, loading, hauling and disposing of the material and for all labor, tools,
equipment, manipulations and incidentals necessary to complete the work.
00104-1
TECHNICAL SPECIFICATIONS
ITEM 00105
CONCRETE SIDEWALK REPLACEMENT
1. DESCRIPTION
1.1 This section covers the furnishing of all equipment, superintendence, labor, and
materials necessary in construction of concrete sidewalks including wheelchair ramps in
accordance with the plans and specifications.
2. MATERIALS
2.1 Concrete shall conform with requirements specified in Technical Specification
00360 "Concrete Pavement."
2.2 An approved type of commercial pre -molded expansion joint (3/4" thick) or
redwood (1" thick) shall be placed.
2.3 Reinforcing steel shall be #3 bars at 18" O/C each way or #4 @ 24" O.C. E.W.
2.4 Cushion select fill shall be clean and well graded and free of clay and humus
material.
3. CONSTRUCTION METHODS
3.1 Stripping: All grass and humus material shall be stripped and removed from the
area of the sidewalk.
3.2 Grading: After stripping and removing of grass, humus material, and tree roots,
any soft or otherwise unsuitable material within the sidewalk area shall be removed and replaced
with approved fill materials and compacted. The grade shall then be brought up to the bottom of the
proposed level of the sidewalk with a maximum of four inches (4") of select fill.
3.3 Forms: The sidewalk shall be formed and braced with forms of wood or metal,
straight, free from warp and of a nominal depth of four inches (4") prior to pouring of concrete. The
forms shall be braced so that no horizontal or vertical displacement occurs during the concrete pour
or during the period for curing.
3.4 Expansion joints shall have a maximum spacing of thirty feet (30') between joints or
as shown on the plans and according to this specifications or as directed by the Owners
Representative. Expansion joints shall be required where all sidewalks intersect with existing
driveways, existing roadway pavement, and at all saw cuts locations unless otherwise directed by
the Engineer. In locations where the new concrete is to tie to existing concrete, the old expansion
joint material shall be removed and replaced with new expansion joints.
3.5 During the placing of the concrete, the reinforcement shall be held in a position
parallel with the surface plane of the sidewalk as shown on the, plans or as called for in the
specifications by the use of plastic chairs or other methods approved by the engineer.
3.6 The concrete surface shall have a rough, non-skid type finish. The concrete
surface shall be free of any graffiti or writings. It shall be the contractor's responsibility to protect the
freshly poured concrete and finish on the surface a sufficient length of time to allow the concrete to
00105-1
set up. Any concrete with graffiti and/or writing shall not be accepted and shall be removed and
replaced by the contractor at no cost to the owner.
3.7 The construction joint shall be edged in the surface of the concrete at every six
foot (6') intervals.
3.8 The outer edge and joints shall be troweled to give a smooth surface and rounded
to a 1/4 inch radii.
4. CURING
4.1 After the concrete has obtained a final set, the concrete surface shall be sprayed
with membrane curing compound to protect it against loss of moisture for a period of not less than
72 hours from the beginning of curing operations.
4.2 Failure to provide the proper curing or other failures to comply with curing
requirements shall be cause for immediate suspension of concreting operations.
5. CYLINDER OR BEAM TESTS
5.1 During work progress, the Owner, at his discretion, shall have cylinders or beam
tests performed as specified herein. The laboratory testing and services shall be provided by the
Owner. The Owner does hereby reserve the right to collect all cylinder samples himself, if desired,
and deliver same to the testing laboratory approved to perform the tests prior to the placement of
concrete. The tests will be performed to maintain a check on the compressive or flexural strength of
the concrete that is actually placed. The test shall be defined as the average of the breaking of
three cylinders or two beams as the case may be. Test beam or cylinder specimens shall be
required for each 167.5 cubic yards, or a portion thereof, placed each day. For smaller concrete
placements, the Owner's Representative may vary the test specimens to 25 cubic yard placements,
over a several day period. Cylinders or beam specimens shall be placed, covered and stored in
curing water tanks at temperatures between 70 degrees F. and 90 degrees F., until transported to
the testing laboratory. The test specimens shall be cured in accordance with THD Bulletin C-11.
6. PROTECTION OF SIDEWALK
6.1 The contractor shall erect and maintain the barricades required by the plans and/or
the specifications, or such other standard barricades and approved devices as will exclude public
traffic and traffic of his employees and agents from the newly placed sidewalk. All barricades shall
remain in place until such time as the concrete has cured sufficiently to a point where it is safe to be
used by the public and not be damaged by that use. Barricades shall not be removed until all form
materials, surplus wood and steel or any other surplus materials have been removed from the site
to provide for the safety of the public. All areas adjacent to sidewalks where forms were removed
shall be backfilled and graded prior to removal of the barricades.
7. CLEAN-UP
7.1 The contractor shall remove all rubbish and waste materials from the site. The
clean-up operation shall be kept up behind the construction at all times.
8. MEASUREMENT
8.1 The concrete sidewalk, complete in place, to the dimensions and limits detailed on
the plans and as described in these specifications will be measured by square yard of sidewalk
placed. Curb shall be incidental to the job and will not be measured.
00105-2
9. PAYMENT
9.1 The payment for the concrete sidewalk measured as indicated in paragraph 8 will
be made at the contract unit bid price per square yard for concrete sidewalk, complete in place.
Payment will constitute full compensation for cost of furnishing all plant equipment,
superintendence, labor, and materials and performing all operations required for a completed
installation including stripping, grading, fill materials, furnishing and placing concrete and
reinforcing, clean-up, and all incidental operations required for a complete foundation.
9.2 Wheel chair ramps shall not be measured, but shall be paid for by each at the
contract bid price per each type of concrete wheel chair ramps identified on the Plans (Types A, B).
Placement of select fill cushion and concrete curb shall be considered incidental and no separate
pay item will be allowed.
00105-3
TECHNICAL SPECIFICATIONS
ITEM 00108
ADJUSTMENT OF METER BOXES, VALVE BOXES,
AND MANHOLE RINGS AND COVER
1. DESCRIPTION
1.1 This section shall govern the adjustment of meter boxes, valve boxes, manhole
rings and covers, etc. to the proposed finished grade of roadway paving, sidewalks, parking lots, or
other paved surfaces as indicated on the plans or, in the opinion of the Owners Representative,
requiring an adjustment. The work covered in this section consists of furnishing all plant equipment,
labor, materials, and performance of all operations for the required adjustments.
2. CONSTRUCTION METHODS
2.1 After the existing pavement is removed, the existing water meter box, valve box, or
manhole ring and cover shall be excavated around in a sufficient manner to allow for the required
adjustment in grade. The adjustment of water meter boxes and valve boxes shall be made without
adjustment in grade on the water line or service lines. If, in the opinion of the Owners
Representative, an adjustment in the service line or system line is required, he may direct the
contractor to do so or the work may be performed by City of La Porte personnel. The adjustment of
manhole rings and covers shall be accomplished by removal or addition of materials necessary to
bring the top to grade and may be poured as an integral part of the proposed pavement.
3. MEASUREMENT
3.1 The adjustment of the water meter boxes, valve boxes, and manhole rings and
covers shall be measured by each.
4. PAYMENT
4.1 Payment for complete adjustment of water lines, water meter boxes, valve boxes, and
manhole rings and covers will be made at the unit bid price bid for the adjustment of gate valve
boxes.
00108-1
TECHNICAL SPECIFICATIONS
ITEM 00111
BANK SAND
1. DESCRIPTION
1.1 The work covered by this section consists of furnishing all plant equipment, labor, materials,
and performance of all operations for placement of sand used as a cushion for sidewalks,
driveways and wheelchair ramps, as well as extra sand ordered by the Engineer.
2. MATERIALS
2.1 Sand: The sand shall be a river sand free from roots and other objectionable matter.
3. CONSTRUCTION METHODS
3.1 Sand shall be placed, as directed by the Owner, in not more than four (4) inch layers, loose
measured and compacted with mechanical tamps or other approved equipment.
4. MEASUREMENT
4.1 Sand ordered by the Engineer will be measured by the cubic yard based on delivery haul
tickets which shall be provided to the Owners representative on the day of the delivery. The sand
tickets shall be subject to inspection and verification by determining the load capacity of the delivery
vehicle(s). Sand used as a cushion for sidewalks, driveways and wheelchair ramps is considered
incidental to the work, and will not be measured separately.
5. PAYMENT
5.1 Sand ordered by the Engineer will be paid by the unit price bid per cubic yard. Sand used
as a cushion for sidewalks, driveways and wheelchair ramps is considered incidental to the work,
and payment is included in the unit cost for each of these items.
00111-1
TECHNICAL SPECIFICATION
ITEM 00112
GENERAL SODDING
PART 1-GENERAL
1.01 Description
A. Scope: Furnish plants, materials, labor, equipment and appliances, and perform all
operations in connection with the planting of sod within the areas designated on the
PLANS for the purpose of surface stabilization, channel stabilization and/or vegetation
buffer strips or in locations directed by the Engineer or his representative.
B. Related work as called for on PLANS as specified elsewhere in this or other
TECHNICAL SPECIFICATIONS.
1.02 Quality Assurance
The following documents, used as standards, are to be considered a part of these
specifications.
1. American Joint Committee on Horticultural Nomenclature, "Standardized Plant
Names," Second Edition, 1942.
2. American Association of Nurserymen, Inc. "American Standard for Nursery
Stock."
PART2-PRODUCTS
2.01 Materials
A. Sod: Certified grade cultivated San Augustine or Bermuda grass sod; with strong,
fibrous root system; free from stones and burned or bare spots.
--' B. Topsoil: Fertile, agricultural soil typical of locality and capable of sustaining vigorous
plant growth; from well drained site that is free of flooding; free from admixture of subsoil,
slag or clay, stones, lumps, live plants and their roots, sticks and other extraneous
matter; pH value of minimum 5.4 and maximum 7.0. Use topsoil excavated from site only
if conforming to specified requirements.
C. Fertilizer: Commercial type conforming to FS 0-F-241, Type 1, Grade A recommended
for grass, with fifty percent of the elements derived from organic sources; of proportion
necessary to eliminate any deficiencies of topsoil as indicated in analysis.
D. Wooden Pegs: Of sufficient size and length to ensure satisfactory anchorage of sod on
slope in excess of 2:1.
E. Roll Lite Erosion Control Mulching Fabric as manufactured by Gulf States Paper
Corporation or equal.
F. Water: Clean, fresh, and free of substances or matter which would inhibit vigorous
growth of grass.
PART 3 - EXECUTION
3.01 General
A. Provide erosion and sedimentation control systems at the locations shown on PLANS
or in locations directed by the Engineer or his designated representative. Such systems
shall be of the type indicated and shall be constructed in accordance with the
requirements shown on PLANS and set out in this Item.
00112-1
B. Inspect and repair or replace components of all erosion and sedimentation control
systems as specified for each type of system. Unless otherwise directed, maintain the
erosion and sedimentation control systems until the project is accepted by the Owner.
C. Remove and dispose of sediment deposits at the project spoil site. If a project spoil
site is not designated on PLANS, dispose of sediment offsite at location not in or adjacent
to stream or floodplain. Sediment to be placed at the project site should be spread,
compacted and stabilized in accordance with the Owner's directions. Sediment shall not
be allowed to flush into stream or drainage way.
D. Equipment and vehicles shall be prohibited by the Contractor from maneuvering on
areas outside of dedicated rights -of -way and easements for construction. Damages
caused by construction traffic to erosion and sedimentation control systems shall be
repaired immediately.
E. Contractor shall employ protective measures described in Item General Source
Controls to avoid damage to existing trees to be retained on the project site. Conduct al
construction operations under this Contract in conformance with the erosion contro
practices described in that Item.
3.02 Preparation of Subgrade
A. Fine grade subgrade, eliminating uneven areas and low spots. Maintain lines, levels,
profiles, and contours. Make changes in grade gradual. Blend slopes into level areas.
--' B. Remove foreign materials, undesirable plants and their roots, stones, and debris. Do
not bury foreign material beneath areas to be sodded. Remove and replace subsoil which
has been contaminated with petroleum products.
C. Cultivate subsoil to a depth of 3 inches where topsoil is to be placed. Repeat
cultivation in areas where equipment, used for hauling and spreading topsoil, has
compacted subsoil.
3.03 Placing Topsoil
A. Spread topsoil to a depth of minimum 2 inches over entire area to be sodded.
B. Place topsoil during dry weather and on dry unfrozen subgrade.
C. Grade to eliminate rough and low areas, ensuring positive drainage. Maintain levels,
profiles, and contours of subgrade.
D. Remove stones, roots, grass, weeds, debris, and other foreign nonorganic material
while spreading.
3.04 Fertilizing
- A. Apply fertilizer at rate recommended by manufacturer. Apply after fine grading and
prior to compaction. Mix thoroughly into upper 2 inches of topsoil.
B. Lightly water to aid the breakdown of fertilizer.
C. Apply fertilizer within 48 hours before laying sod.
3.05 Laying Sod
A. Lay sod as soon as possible after delivery to prevent deterioration.
B. Full Sodding: Lay sod closely knit together with no open joints visible, and pieces not
overlapped. Stagger sod units to avoid continuous seams. Lay smooth and flush with
adjoining grass areas, paving, and top surfaces of curbs.
C. Strip Sodding: Lay sod in the following patters: 3-inch continuous sod strip, 12-inch
topsoil, 3-inch continuous sod strip. See dirt areas between sod strips.
D. On slopes 2:1 and steeper, lay sod perpendicular to slope and secure every row with
wooden pegs at maximum 2 feet on center. Drive pegs flush with soil portion of sod.
E. Prior to placing sod, on slopes 3:1 or flatter or where indicated, place Hold/Gro or
Roll/Lite or equal over topsoil. Securely anchor in place with posts sunk firmly into the
00112-2
ground at maximum 16 feet on center along pitch of slope and equal to width of wire
mesh horizontally across slopes.
F. Immediately water sodded areas after installation. Water in sufficient amounts to
saturate sod and upper 4 inches of soil.
G. After sod and soil has dried sufficiently to prevent damage, roll sodded areas to
ensure good bond between sod and soil and to remove minor depressions and
irregularities. Ensure rolling equipment weight not over 250 pounds or less than 150
pounds.
3.06 Maintenance
A. Begin maintenance of plant materials immediately after planting and continue
maintenance until issuance of Certificate of Acceptance of project.
B. Maintenance to include measures necessary to establish and maintain plants in a
vigorous and healthy growing condition, including the following.
1. When herbicides are used for weed control, apply in accordance with
manufacturer's instructions. Remedy damage resulting from use of herbicides.
2. Watering sufficient to saturate root system.
3. Disease and insect control.
3.07 Measurement and Payment
Measure by the square yard of area sodded. Payment for work under this Item will be
made at contract price for "Full Sodding," or "Strip Sodding", as indicated on
PROPOSAL, which price to be full compensation for all fertilizer, sod, equipment,
materials, and labor necessary for fertilizing and sodding.
00112-3
TECHNICAL SPECIFICATION
ITEM 00360
CONCRETE PAVEMENT
360.1 Description. This item shall consist of a pavement of Portland cement concrete, with
reinforcement, as shown on the plans, with or without monolithic curbs, constructed as herein
specified on the prepared subgrade or other base course in conformity with the thickness and
typical cross sections shown on the drawings, and to the lines and grades established by the
Engineer.
360.2 Materials. The cement shall be either Type I or Type III of a standard brand of Portland
cement which shall conform to ASTM Designation C150. Type III cement shall be used when high
early concrete is required. If the use of high early strength cement is not specified, and the
Contractor desires to use it, he shall obtain written permission of the Engineer and shall assume
all additional costs incurred by_the use of such cement.
Flya-sh may be used with the cement Cernent plus flyash shall be composed•of-Portland cement,,)
of the type specified herein, and a maximum of 28 percent flyash by absolute volume. It is
recommended that the percent of flyash by absolute volume be reduced to a maximum of 20
percent during cold weather concreting (average ambient temperature, over a 24 hour period
after placement, less than 500F). Flyash shall be Class C conforming to the requirements of
ASTM C618, "Specification for Flyash and Raw or Calcined Natural Pozzolan for use as a
Mineral Admixture inPortland-Cement.Concrete". Flyash shall have a minimum CaO Content -of
Unless otherwise designated on the drawings, or herein, all bar reinforcement shall be deformed
and shall conform to ASTM Designation A615, Grade 40, open hearth, basic oxygen or electric
furnace new billet steel. Grade 60 may be used, provided it is furnished to the City of La Porte at
the same price as Grade 40.
The use of prefabricated deformed steel bar mats, conforming to ASTM A184, is not permitted.
With prior approval of the Engineer, admixtures meeting the requirements of ASTM Designation
C494, titled "Chemical Admixtures for Concrete" and ASTM Designation C1017 titled "Chemical
Admixtures for use in Producing Flowing Concrete", may be used.
Aggregates shall conform to ASTM C33, "Specifications for Concrete Aggregates". Coarse
aggregate shall consist of durable particles of gravel, crushed stone, or combinations thereof, free
from frozen material or injurious amounts of salt, alkali, vegetable matter, or other objectionable
material either free or as an adherent coating, and its quality shall be reasonably uniform
throughout. It shall contain not more than 0.25 percent by weight of clay lumps, not more than 1.0
percent by weight of laminated and/or friable particles. It shall have a wear of not more than 35
percent when tested in accordance with ASTM method C131, the "Los Angeles Abrasion Test."
When tested by ASTM method C136 and ASTM C117, it shall meet the following grading
requirements:
00360-1
TABLE
COARSE AGGREGATE GRADATION
% Retained by Wt.
Retained on 1-3/4" sieve
0%
Retained on 1-1/2" sieve
0% to 5%
Retained on 3/4" sieve
30% to 65%
Retained on 3/8" sieve
70% to 90%
Retained on No. 4 sieve
95% to 100%
The loss by decantation shall be a maximum of one percent.
Fine aggregate shall consist of clean, hard, durable and uncoated particles of natural or
manufactured sand or a combination thereof, with or without a mineral filler. It shall be free from
frozen material, or injurious amounts of salt, alkali, vegetable matter or other objectionable
material and it shall contain not more than 0.5 percent, by weight, of clay lumps. When subjected
to the color test for organic impurities (ASTM method C40), the fine aggregate shall not show a
color darker than the standard.
Unless otherwise specified, fine aggregate shall meet the following grading requirements:
TABLE II
FINE AGGREGATE GRADATION
Retained on 3/8" sieve
0%
Retained on No. 4 sieve
0% to 5%
Retained on No. 8 sieve
0% to 20%
Retained on No. 15 sieve
15% to 50%
Retained on No. 30 sieve
35% to 75%
Retained on No. 50 sieve
65% to 90%
Retained on No. 100 sieve
90% to 100%
Retained on No. 200 sieve
97% to 100%
Fine aggregate shall be subjected to the Sand Equivalent Test. The sand equivalent shall be not
less than 80.
Mineral filler shall consist of stone dust, clean crushed sand or other approved inert material.
Mixing water for concrete shall conform to the requirements for water specified in ASTM C94,
"Specification for Ready Mixed Concrete".
Boards for expansion joint filler shall be 3/4-inch finished thickness Class A redwood. Joint
sealant shall meet the requirements of ASTM D3405, titled "Standard Specifications for Joint
Sealants, Hot Poured, for Concrete and Asphalt Pavement'. Joint sealant for expansion joint shall
be installed %" below the top of pavement elevation.
Load transmission devices for expansion joints shall be of 3/4-inch finished thickness class A
redwood, an approved metal brace or device and 18-inch long steel dowel thru the center of the
redwood on 12-inch centers. The dowels shall be 1-inch in diameter for pavement thicknesses up
to and including 8-inches and 1-1/4-inch diameter for pavement thicknesses of 9-inches or more.
All dowels shall be deformed on one end. Each approved metal brace or device shall be attached
00360-2
and shall hold the dowel firmly to the redwood board. On one side of the redwood, the dowel bar
shall be completely capped or sheathed to prevent bonding to the concrete to provide for
expansion. On the other side, it shall be fixed to the approved metal brace or device ensuring a
position perpendicular to the redwood and parallel to the proposed slab to deter bending, bearing
and shearing stresses.
Tie bars are to be minimum 5/8-inch diameter, Grade 40, steel and minimum 30-inches in length
and spaced maximum 48-inches center to center.
Metal devices for expansion and contraction joint assemblies, (such as welded wire bar chains,
bar stakes, end marker channels, etc.) shall be as shown on the drawings or may be similar
devices of equivalent or greater strength, approved by the Engineer, that will secure the joint
assembly in correct position during the placing and finishing of concrete. The Contractor shall
have an option of using a metal winged plate or a flat metal plate.
All contraction and longitudinal joints that are not at the edge or end of a pour shall be saw cut.
Metal or fiber strips placed in the uncured concrete will not be permitted. The joints shall be
sawed as soon as sawing can be accomplished without damage to the pavement and as directed
by the Engineer. Once sawing has commenced, it shall be continued until completed. The saw
cut shall be made with one pass of the concrete saw. Sawing must be accomplished even in rain
or cold weather. All sawing must be completed within twenty-four hours of placement. Should the
sawing for any days placement fail to be completed within twenty-four hours, the following
concrete placement shall be limited to the amount that was sawed on time. This limitation shall
continue until the sawing crew demonstrates it can handle a larger volume of sawing.
The sawed cut shall be a minimum 1/4 inch width and have a depth of one-fourth the thickness of
the pavement. Joint sealant installation shall be 1/8" below the top of pavement grade.
Unless otherwise specified, transverse sawed control joints shall be constructed at twenty -foot
intervals measured along the longitudinal axis of the roadway, or as directed by the Engineer.
360.3 Proportioning of Concrete. Cement, aggregates, chemical admixtures and water shall be in
accordance with the requirements of the Item 00421, "Structural Concrete", Class C-1.
Unless otherwise permitted, the concrete mix design shall be proportioned to provide a slump of
between 1 and 4 inches. A slump range of 1" to 3-1/2" shall be used for concrete laid with a slip
form paver, while vibrated concrete shall have a slump range of 2" - 4", when tested in
accordance with ASTM Method C143, "Slump Test'. A slump test will be made for each sample
of concrete obtained for the casting of test beams, or when slumps appear to be outside
specification requirements.
Pavement mix designs shall meet flexural requirements of at least five hundred (500) pounds per
square inch, at seven (7) days, and at least six hundred (600) pounds per square inch, at twenty
eight (28) days, using ASTM Method C78, "Flexural Test of Simple Beam with Third Point
Loading". When high early strength cement is used, it shall reach at least 500 psi at seven days
and 600 psi at twenty eight days. The concrete shall contain not less than five and one-half sacks
of cement per cubic yard.
Four test beams for a flexural strength value shall be taken from the concrete for each 150 cubic
yards or less of pavement placed each day. The flexural strength value using the average of two
beams shall be obtained at 7 days, using ASTM Method C78, and shall meet the strength
requirements outlined above. The flexural strength value using the average of the second set of
beams, shall be obtained at 28 days using ASTM Method C78. Additional beams may be as
required due to concrete placing conditions, or for adequately determining the strength of
concrete when the early opening of the pavement to traffic is dependent upon concrete strength
00360-3
tests. No extra compensation shall be allowed for materials and work involved in fulfilling these
requirements.
360.4 Equipment. All equipment necessary for the construction of concrete pavement shall be on
the job and shall have been approved by the Engineer as to condition, before the Contractor will
be permitted to begin construction operations on which the equipment is to be used.
A template, or other approved method, for checking the contour of the subgrade shall be provided
and operated by the Contractor. The template shall rest upon the side forms and shall be of such
strength and rigidity that under a test made by changing the support to the center, it shall not
show a deflection of more than 1/2-inch. It shall be provided with accurately adjustable rods
projecting downward to the subgrade at 1-foot intervals and these rods shall be adjusted to the
required crosssection of the bottom of the slab, when the template is resting upon the side forms.
Side forms shall be of metal of approved cross section. The preferred depth of the form shall be
equal to the required edge thickness of the pavement. Forms with depths greater or less than the
required edge thickness of the pavement will be permitted, provided the difference between the
form depth and the edge thickness is not greater than 1- inch, and further provided that forms of a
depth, less than the pavement edge are brought to the required edge thickness by securely
attaching wood or metal strips, of approved section, to the bottom of the form, or by grouting
under the form. Bottom flange of the form shall be the same size as the thickness of the
pavement. Aluminum forms are not allowed. All forms must be approved by the Engineer.
The length of form sections shall be not less than 10-feet and each section shall provide for
staking in position with not less than 3 pins. Flexible or curved forms of wood or metal of proper
radius shall be used for curves of 100-foot radius or less. Forms shall be ample strength and shall
be provided with adequate devices for secure setting so that when in -place they will withstand
without visible springing or settlement, the impact and vibration of the finishing machine. In no
_ case shall the base width be less than 8-inches for a form 8-inches or more in height. The forms
shall be free from warp, bends or kinks and shall be sufficiently true to provide a reasonable
straight edge on the concrete and the top of each form section, when tested with a straight edge,
shall conform to the requirements specified for the surface of the completed pavement. Sufficient
forms shall be provided for satisfactory prosecution of the work.
All pavement shall be finished by machine, except as hereinafter provided. The transverse
finishing machine shall be provided with two screeds and a tamp accurately adjusted to the crown
of the pavement and shall be power driven and mounted in a substantial frame equipped to ride
on the forms and shall be so designed and operated as to strikeoff and consolidate the concrete.
The longitudinal finishing machine shall be provided with a longitudinal float not less than 10-feet
in length, adjusted to a true plane, shall be power driven and shall be so designed and operated
as to finish the pavement to the required grade.
Finishing machine shall be maintained tight and in good operating condition accurately adjusted
to the required crown or profile and free from deflection, wobble or vibration tending to affect the
precision of finish. Machines failing to meet these requirements will be condemned by the
Engineer and the Contractor shall remove this equipment from the jobsite and provide approved
equipment.
When hand finishing is permitted under this specification, the Contractor shall provide a strike
template and tamping template, both of lumber, or equivalent metal section, and at least 2-feet
longer than the width of the pavement. Both templates shall conform to the crown section of the
pavement and the tamp, if of wood, shall have a steel face not less than 3/8-inches in thickness.
He shall also provide a longitudinal float of an approved design.
00360-4
The Contractor shall furnish a canvas or canvas -rubber composition belt for finishing the
pavement, not less than 6-inches nor more than 10- inches wide, and at least 2-feet longer than
the width of the pavement. A burlap finish is also allowed.
The Contractor shall furnish and maintain at least two standard 10-feet steel or aluminum
straight -edges.
The Contractor shall furnish a sufficient number of bridges equipped to ride on the forms and
span the pavement for finishing operations and for the installation and finishing of joints and
center strips. All necessary finishing and edging tools shall be furnished as may be required to
complete the pavement in accordance with the drawings.
360.5 Slip Form Paver. In the event the Contractor is permitted to use a slip form paving
machine, all equipment and techniques used must be first approved by the City Engineer prior to
any such operations. In the event a slip form paver is disapproved, then the equipment specified
elsewhere in this item shall be used. The approval process shall take place after bids are
received.
A Clary screed, as approved by the City Engineer, may be used in lieu of a mechanical bull float
and oscillating screed, as long as the Contractor can show that it will not ride over the concrete.
Hand vibrators are required at the jobsite, when pouring concrete. A hand vibrator shall be used
around all load transfer devices.
360.6 Subgrade and Forms. The subgrade shall be excavated as required, all unstable or
otherwise objectionable material removed, and all holes, ruts, and depressions filled with
approved material, as per Item 205 "Subgrade". Rolling and sprinkling shall be performed when,
and to the extent directed, and the roadbed shall be completed to or above the drawings of the
typical sections shown on plans and the lines and grades established by the Engineer. Material
excavated in the preparation of the subgrade shall be utilized in the construction of adjacent
shoulders and slopes, and any additional material required for the completion of the sections shall
be secured from sources indicated on plans or designated by the Engineer. Drainage of the
roadbed shall be maintained at all times.
The subgrade shall be finished to the exact section of the bottom of the pavement as shown on
plans, and tested with the approved template operated and maintained by the Contractor. The
subgrade shall be maintained in a smooth, compacted condition, in conformity with the required
section and established grade until the pavement is placed, and shall be kept thoroughly wetted
down sufficiently in advance of placing any pavement to insure its being in a firm and moist
condition for at least 2 inches below the prepared surface. Sufficient subgrade shall always be
prepared in advance to insure satisfactory prosecution of the work. No equipment or hauling shall
be permitted on the prepared subgrade, except on special permission of the Engineer, which will
be granted only in exceptional cases and only where a suitable protection in the form of two-ply
timber mats or other approved material is provided.
The subgrade under the forms shall be firm and cut true to grade so that each form section when
placed will be firmly in contact for its whole length and base width, and exactly at the established
grade. Any subgrade under the forms below established grade shall be corrected, using suitable
material, placed, sprinkled and rolled as directed. Forms shall be staked with at least three pins
for each ten -foot section. A pin shall be placed at each side of every joint. Form sections shall be
tightly joined and keyed to prevent relative displacement. Forms shall be cleaned and oiled each
time they are used.
Forms shall be set for a sufficient distance in advance of the point where concrete is being placed
to permit a finished and approved subgrade length of not less than 300 feet ahead of concrete
placement, or as approved by the Engineers. Conformity of the grade and alignment of forms
shall be checked immediately prior to placing concrete, and all necessary corrections made by
00360-5
the Contractor. Where any form has been disturbed or any subgrade becomes unstable, the form
shall be reset and rechecked. In exceptional cases, the Engineer may require suitable stakes
driven to the grade of the bottom of the forms to afford additional support. Sufficient stability of
forms to support the equipment operated thereon and to withstand its vibration without springing
or settlement shall be required. If forms settle over one -eighth (1/8) inch under finishing operation,
paving operations shall be stopped and the forms shall be reset to line and grade.
Forms shall remain in place for not less than 8 hours after the concrete has been placed. They
shall be carefully removed in such a manner that little or no damage will be done to the edge of
the pavement. Any damage resulting from this operation shall be immediately repaired. After the
forms have been removed, the ends of all joints shall be cleaned, and any honeycombed areas
pointed up with approved mortar.
Immediately after pointing is complete, the form trench shall be filled with earth from the
shoulders in such manner as to shed water from rainfall or curing away from the edge of the
pavement. On completion of the required curing, the subgrade or shoulders adjacent to the
pavement shall be placed in condition to maintain drainage.
360.7 Reinforcing Steel and Joint Assemblies. All reinforcing steel, tie bars and load transmission
units used in accordance with plan provisions shall be accurately placed and secured in position
in accordance with details shown on drawings. Reinforcing bars shall be securely wired together
at all intersections and splices, and shall be accurately wired to each dowel and load transmission
unit intersected. The tie bars shall be installed in required position by the method and device
shown on drawings, or by approved method and device equivalent thereto. Bar coatings required
by plans, and of material specified, shall be completed and the bars and coating shall be free of
rust, dirt or other foreign matter at the time of installation in the concrete. Reinforced steel to be
supported on bar chairs or other approved devices placed on maximum 36" centers each way.
Where plans require an assembly of parts at pavement joints, the assembly shall be completed,
placed at required location and elevation, and all parts rigidly secured in required position by the
method and devices shown on plans, or by approved method and devices equivalent thereto.
Dowel Bars shall be accurately installed in joint assemblies in accordance with drawings, each
parallel to the pavement, and shall be rigidly secured in required position by such means (as
shown on plans, or approved equivalent thereto) that will prevent their displacement during
placing and finishing of the concrete. The assembled units comprising the load transmission
devices shall be accurately installed in joint assemblies in accordance with plans, each unit
vertical with its length perpendicular to the centerline of the pavement, and all units shall be rigidly
secured in required position by such means (as shown on drawings, or approved equivalent
thereof) that will prevent their displacement during placing and finishing of the concrete. Leader
boards, joint filler and other material used for forming joints shall be accurately notched to receive
each load transmission unit. All load transmission units shall be free of rust and clean when
installed in the concrete.
360.8 Concrete Placing. No concrete shall be placed when the air temperature is at or below 350
F. The temperature of the concrete shall at no time fall below 600 F., or exceed 1000 F.
When the concrete reaches a temperature of 850 F., retarders shall be introduced into the mixture
and shall continue to be used until the concrete reaches a temperature of 95° F.
After 950 F. and through 1000 F., a plasticizer shall be introduced into the mixture. After 950, ice
may be used to control temperature, in lieu of a plasticizer.
For concrete between temperatures of 850 F. through 950 F., the slump shall be as specified in
Item 360. For concrete with temperatures greater than 950 F., slumps shall be as specified by the
Engineer.
00360-6
The amount of retarder or plasticizer, introduced into the mixture, shall be in accordance with the
manufacturer's recommendations. See part 360.2, Materials, for requirements of admixtures.
No concrete shall be used if the concrete has developed initial set, or which is not in place within
1-1/2 hours after the initial water has been added.
Pouring concrete during inclement weather, which would adversely effect the quality and/or finish
of the concrete pavement does not relieve the contractor from his responsibility to provide a
pavement that complies with the specification.
360.9 Joints. All transverse and longitudinal joints in the pavement shall be of the type or the
alternate type shown on the drawings, shall be constructed at required locations, on required
alignment in the required relationship to tie bars and joint assemblies and in accordance with the
details shown on the plans.
Normally, the stoppage of the placement of concrete shall be scheduled to occur at proposed
expansion joints, or at proposed longitudinal joints located between traffic lanes. If it becomes
necessary to stop the placement of concrete at an unscheduled location due to unforeseen
circumstances, the stoppage may occur at a proposed contraction joint, or at other locations with
_ the approval of the Engineer. The following provisions shall govern for each type of joint at which
the placing of concrete is stopped:
When the placing of concrete is stopped at any expansion joint, the complete jointed assembly
shall be installed and rigidly secured in required position as shown on plans. A bulkhead of
sufficient cross sectional areas to prevent deflection, accurately notched to receive the load
transmission units or dowels, as the case may be, and shaped accurately to the cross section of
the pavement shall be provided and installed as a back-up for the joint filler and rigidly secured in
required position to permit accurate finishing of the concrete up to the joint. After the concrete has
been finished to the joint, formation of the joint seal space and finishing of the joint shall be
executed as specified herein and in accordance with plan requirements. The back-up bulkhead
shall remain in place until immediately prior to the time when concrete placing is resumed, when it
shall then carefully be removed in such manner that no element of the joint assembly will be
disturbed. The exposed portions of the joint assembly shall be free of adherent concrete, dirt or
other material at the time placing of concrete is resumed.
When placing of concrete is stopped at a longitudinal joint, all applicable provisions of Section
360.7 shall apply in addition to the following requirements:
The face of the bulkhead at the joint shall be grooved or recessed as necessary to provide the
required spaces for the top and bottom breaker strips as shown on plans. The bulkhead shall be
either drilled or notched to receive the tie bars. Tie bars shall be secured in required position by
use of adequate transverse bracing and vertical supports meeting the approval of the Engineer.
When placing of concrete is stopped at a contraction joint, all applicable provisions of Section
- 360.7 shall apply, in addition to the following requirements:
The face of the bulkhead adjoining the slab end shall be notched and grooved to fit the exposed
half -screen of the joint assembly and shall be shaped to form the slab end at the center of joint as
shown on plans. The half -width of joint seal -space may be formed by a strip of required section
placed and removed in accordance with drawing requirements for construction of transverse
contraction joints. The Contractor shall have available a bulkhead shaped to the section of the
pavement, and of a section to form a key not less than 1 inch in depth and 2 inches in height at
the center of depth of the pavement. This bulkhead must be drilled to permit the continuation of
all longitudinal reinforcing steel through the construction joint, and shall be of sufficient section
and strength to prevent deflection.
00360-7
Immediately upon the intended stoppage of the placing of concrete to a line, install the above
described bulkhead at right angles to the centerline of the pavement perpendicular to the
surfaces and at required elevation. Concrete shall be placed and finished to this bulkhead. Any
concrete remaining on the subgrade ahead shall be removed and disposed of as directed. When
placing of concrete is resumed before the concrete has set to the extent that the concrete will
stand on removal of the bulkhead, the new concrete shall be rodded, and the key in the first
concrete must be carefully preserved. An edge created by a construction joint of this type shall
have a joint seal space and shall be sealed as required for construction joints.
Transverse expansion joints shall be formed perpendicular to the centerline and surface of the
pavement, and shall be constructed in accordance with the sequence of operations shown on
drawings. After the transverse finishing machine and before the longitudinal finishing machine
has passed over the joint, the contractor shall test the joint filler for correctness of position and
make any required adjustment in position of the filler, and shall install the joint seal space form in
accordance with plans. After removal at the joint seal form as required by plans, the joint seal
space above the joint filler shall be thoroughly cleaned and the concrete faces of the joint seal
space shall be left true to line and section throughout the entire length of the joint. On completion
of curing of the pavement, the joint sealing filler of the type specified shall be placed in
accordance with drawings. The faces of the joint seal space shall be clean and surface dry at the
time joint sealing filler is placed. On completion of the joint seal, the pavement adjacent
to the joint shall be left free of joint sealing material.
360.10 Finishing. All concrete pavement shall be tamped and finished mechanically with
approved power driven machines, except as herein provided. Hand finishing will be permitted on
the transition from a crowned section to a super -elevated section without crown on curves, and
on straight-line super elevation sections less than 300-feet in length. Hand finishing will also be
permitted on that portion of a widened pavement outside the normal pavement width, on sections
where the pavement width is not uniform, or required monolithic widths are greater than that of
available finishing machines.
Machine finishing of pavement shall include the use of a power driven transverse strike -off, tamp
and screed and a longitudinal float.
The transverse finishing machine shall first be operated to compact and finish the pavement to
the required section and grade, without surface voids. The machine shall be operated over each
area as many times and at such intervals as directed. At least two trips will be required, and the
last trip over a given area shall be a continuous run of not less than 40 feet.
After completion of finishing with the transverse finishing machine, the longitudinal mechanical
float shall be operated to smooth and finish the pavement to the required grade. The float shall be
operated paralleled to the centerline of the pavement with a short, quick motion, and shall travel
slowly across the pavement, maintaining contact with the surface at all points. If this result is not
attained, additional concrete shall be placed if required, tamped and screeded, and the float shall
operate over the same area until a satisfactory surface is produced. The advance along the
length of the pavement between successive passes of the float across the surface shall be such
that the float shall continuously lap its previous position by not less than one-fourth its length.
After floating is complete, and the concrete still workable, the surface shall be tested for
conformity with an approved 10-foot steel straightedge. The straight -edge shall be operated from
the side of the pavement, placed paralleled to the pavement centerline and passes across the
slab to reveal any high spots or depressions. The straightedge shall be advanced along the
pavement in successive stages of not more than one-half its length. Any correction of the surface
required shall be accomplished by adding concrete if required and by operating the longitudinal
float over the area. The surface test with the straightedge shall then be repeated.
00360-8
After completion of the straight -edge testing, and just before the concrete becomes non -plastic,
the surface shall be belted with an approved belt, operated with short transverse strokes and a
rapid advance longitudinally. This operation shall produce a uniform surface of a gritty texture.
About the time the concrete becomes hard, the edge of the slab shall be carefully finished with an
edger of the radius required by the Engineer, and the pavement edge shall be left smooth and
true to line.
Hand finishing shall be resorted to only in those conditions provided for above, and upon specific
authorization by the Engineer. When hand finishing is permitted, the concrete shall be struck off
with an approved strike -off screed to such elevation that when consolidated and finished the
surface of the pavement shall conform to the required section and grade. The strike template
shall be moved forward with a combined transverse and longitudinal motion in the direction the
work is progressing, maintaining a slight excess of material in front of the cutting edge. The
concrete shall then be tamped with an approved tamping template to compact the concrete
thoroughly, and eliminate surface voids, and the surface screeded to required section.
After completion of a strike -off, consolidation, and transverse screeding, a hand -operated
longitudinal float shall be operated to test and level the surface to the required grade. Workman
shall operate the float from approved bridges riding on the forms and spanning the pavement.
The longitudinal strokes while being passed from one side of the pavement to the other shall be
continuous. If contact with the pavement is not made at all points, additional concrete shall be
placed if required, tamped and screeded, and the float shall be used to produce a satisfactory
surface. Care shall be exercised to keep the ends of the float from digging into the surface of the
pavement. After a section has been smoothed so that the float maintains contact with the surface
at all points in being passed from one side to the other, the bridges may be moved forward half
the length of the float, and the operations repeated.
Just before the concrete becomes non -plastic, texture shall be applied with tines, belts, or other
methods approved by the Engineer. The texture shall be applied transversely. It is the intent that
the average texture depth, resulting from the number of tests directed by the Engineer, be not
less than 0.060-inch with a minimum texture depth of 0.050-inch for any test done in accordance
with Test Method Tex-436- A. Should the texture depth fall below that intended, the finishing
procedures shall be revised to produce the desired texture.
After the concrete has been placed 12 hours or more, the Engineer will test the surface of the
pavement with a ten -foot straight -edge placed parallel to the centerline. The straight edge shall
be approved by the Engineer. The surface shall not vary from the straight edge by more than
one -sixteenth (1/16) inch per foot from the nearest point of contact, and in no case shall the
maximum ordinate from a ten -foot straight -edge to the pavement be greater than one -eighth (1/6)
inch. Any high spots causing a departure from the straightedge in excess of that specified shall
be ground down by the Contractor to meet the surface test requirements, when required by the
Engineer.
360.11 Curing. The Contractor shall provide for protection of freshly laid concrete against pitting
and washing from rain, by having on the job at the time and place of pouring, sufficient canvas
and/or waterproof covering material to protect at least 400 linear feet of pavement over the entire
width of pavement surface being placed. See the Item 421, "Structural Concrete", for additional
information.
360.12 Protection of Pavement. The Contractor shall erect and maintain the barricades required
by the plans, and such other barricades and approved devices as will exclude public traffic and
traffic of his employees and agents from the newly placed pavement for the periods of time
hereinafter prescribed. Portions of the roadway, or crossings of the roadbed required to be
maintained open for use by traffic, shall not be obstructed by the above required barricades.
Crossings of the pavement required by plans, or by construction sequence, during the period
00360-9
360.17 Acceptance Requirements. For pavement concrete, concrete mixes shall be formulated to
produce concrete that meets the minimum flexural strength as shown in this item.
If the required strength is not secured with the minimum cement content specified, additional
cement shall be used or other aggregate provided at the Contractor's expense.
360.18 Measurement. Concrete pavement shall be measured by the square yard of the specified
thickness of completed and accepted pavement. This shall include all necessary concrete
headers, as shown on the plans. Separate measurement and payment will not be made for
concrete headers.
360.19 Payment. The work performed and the materials furnished as prescribed by this item and
measured as provided under "Measurement' shall be paid for at the unit price bid for "Concrete
Pavement', or "Concrete Pavement, High Strength", as required, or the adjusted unit price for
pavement of deficient thickness as provided under "Penalty for Deficient Pavement Thickness",
which price shall be full compensation for shaping and fine grading the roadbed, including
furnishing and applying all water required; for furnishing, loading and unloading, storing, handling
all concrete ingredients, including all freight and royalty involved; for mixing, placing, finishing and
curing all concrete; for furnishing all materials for and placing longitudinal, warping, expansion,
sawed control and contraction joints, and load transmission units, and joint filler material in proper
position; for coating steel bars where required by plans, for furnishing and placing all reinforcing
steel; and for all manipulations, labor, equipment, appliances, tools, traffic provisions and
incidentals necessary to complete the work.
00360-12
CITY WIDE SIDEWALK PROJECT - 2010
STATUS REPORT:
Reagan,
• Center Tex Constructors, LLC began work in Fairmont Park Central
on Wednesday February 101h, 2010.
• Using a Front-end Loader with Forks to remove large areas of sidewalk,
they have been moving pretty fast.
• When I asked the Field Supervisor, Miguel, to fix or change things to
match our specs, he has acted quickly and corrected the issue.
• I had to add the WCR back to 10343 Rustic Rock. This was due to
subsidence and negative drainage.
• They were supposed to block the form at the high spot before the WCR
so we could raise it for positive drainage, but they misunderstood and
poured right up the WCR.
• I already informed them that we will have to saw cut and remove a few
feet of the new concrete to catch some fall for the proposed raised WCR.
• This has been the only snag with these guys so far.
• They have piles of this removed concrete sidewalk all around these
areas on the side of the R-O-Ws.
• Phillip said that they were going to start removing these piles Thursday,
but Miguel said that another person wanted a bunch of it for their
ranch and will be removing it within the next few days.
• I have not had any complaints from anyone yet.
• They currently have all of Fairmont Park poured and a little in Glen
Meadows.(Most of 5009 Creekview is poured)
All of Glen Meadows have been removed as of 2-19-10.
• You will need to talk to Phillip about the Main Street replacement.
• He is balking at doing it saying "It's Commercial and will require a lot
' . of work and he was unaware how many issues there is to that
replacement"!
• I told him that he would have to talk to you about that.
• He also was asking to do some Street replacement out in Fairmont in
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place of the Main Street replacement.
• I told him that he would have to talk to you about that.
CITY WIDE SIDEWALK PROJECT - 2010
STATUS REPORT:
• I have not measured placement yet.
• I have not trimmed the project to fit your targeted budget amount yet.
• I told Miguel that if he replaced extra curbing that needs to be replaced
at the site of the WCR that the city would pay them for it at a proper
rate.
• Clean up and form removal has not been perform yet as of 2-19-10.
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CITY WIDE SIDEWALK PROJECT 2010
#17 —10343 Rustic Rock: Removed &formed 2-15-10. WCR was added due to negative
drainage.
#19 — 10439 Shell Rock:
Removed and formed 2-10-10. Clean dirt out better, add sand and fix
form at NW cor.
#25-10450-10458 Rustic Gate:
Removed & formed 2-10-10. Still need to remove driveway s/w before
concrete & make sure ties are made to existing.
#26 —10457 Rustic Gate:
Removed & not formed 2-15-10. Check address. Negative drainage.
Need to build up on house side of new sidewalk.
#27—10451-10459 Quiet Hill:
Removed & formed 2-16-10.
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