HomeMy WebLinkAboutContract 37048COMMUNITY FACILITIES AGREEMENT
THE STATE OF TEXAS § City Secretary
COUNTY OF TARRANT § Contract No 3 49
WHEREAS, One SR, L.P., a Texas Limited Partnership), hereinafter called
"Developer", desires to make certain improvements to (Sendera Ranch Ph. 3 Sec. 3A),
an addition to the City of Fort Worth, Texas; and
WHEREAS, the said Developer has requested the City of Fort Worth, a municipal
corporation of Tarrant, Denton and Wise Counties, Texas, hereinafter called "City", to do
certain work in connection with said improvements.
NOW, THEREFORE, KNOW ALL BY THESE PRESENTS:
For and in consideration of the covenants and conditions contained herein, the City and
the Developer do hereby agree as follows:
I. General Requirements
A. The Policy for the Installation of Community Facilities ("Policy")
dated March 2001, approved by the City Council of the City of Fort
Worth and subsequently amended, is hereby incorporated into this
Community Facilities Agreement as if copied herein verbatim.
Developer agrees to comply with all provisions of said Policy in the
performance of its duties and obligations hereunder.
B. The requirements of the Policy shall govern this Community Facilities
Agreement, provided, however, that any conflict between the terms of
this Community Facilities Agreement and the Policy shall be resolved
in favor of this Agreement.
C. Developer shall provide financial security in conformance with
paragraph 6, Section II, of the Policy.
D. Developer acknowledges that there shall be no reduction in the amount
of financial security prior to project completion and acceptance by the
City.
E. The Developer shall award all contracts for the construction of
communit facilities in accordance with Section II �/,�'^`n^
Y , paragra ze �°S, 1XI� 2%
Policy.
Project Name: Sendera Ranch, Ph 3, Sec 3A w'';
,FA Number: 2008-018
Date: April 21, 2008 1 IN
F
G.
H.
I.
J.
K.
L.
The contracts for the construction of the public infrastructure shall be
administered in conformance with paragraph 8, Section II, of the
Policy.
The Developer further covenants and agrees to, and by these presents
does hereby, fully indemnify, hold harmless and defend the City, its
officers, agents and employees from all suits, actions or claims of any
character, whether real or asserted, brought for or on account of any
injuries or damages sustained by any persons (including death) or to
any property, resulting from or in connection with the construction,
design, performance or completion of any work to be performed by
said Developer, his contractors, subcontractors, officers, agents or
employees, or in consequence of any failure to properly safeguard the
work, or on account of any act, intentional or otherwise, neglect or
misconduct of said DEVELOPER, his contractors, sub -contractors,
officers, agents or employees, whether or not such iniuries, death or
damazes are caused, in whole or in part, by the alleged negligence of
the City of Fort Worth, its offreers, servants, or employees.
Developer shall install or adjust all of the required utilities to serve the
development or to construct the improvements required herein.
In the event that City participation exceeds $25,000, Developer agrees
that no street construction or storm drainage will begin prior to City
Council approval of this Community Facilities Agreement. (Article
104,100, Ordinance 7234).
Developer agrees that no lot shall be occupied under a certificate of
occupancy until the improvements required herein have been
constructed (Article 104.100, Ordinance 7234).
Developer hereby releases and agrees to indemnify and hold the City
harmless for any inadequacies in the preliminary plans, specifications
and cost estimates supplied by the Developer for this contract.
Developer agrees to provide, at its expense, all
and easements across property owned by
Project Name: Senders
its of
construct current and future improvements provided for in this
agreement.
M. Developer agrees to construct proposed improvements as shown on the
exhibits attached hereto. The following exhibits are made a part
hereof: Water (A)A; Sewer (A-1) None; Paving (B)Attached Storm
Drain (B-1) Attached; Street Lights and Signs (C) Attached..
N. City shall not be responsible for any costs that may be incurred by
Developer in the relocation of any utilities that are or may be in
conflict with any of the community facilities to be installed hereunder.
II. Street and Storm Drain Facilities
A. The Developers) agree to install or to cause to have installed, the street,
storm drainage, street lighting, street name sign and other community
facilities improvements shown as "current improvements" on the attached
Exhibits B, B 1 and C.
shown below in the "Summary of Cost for Street and Storm Drain
Facilities", the Developer shall fund its share of "current improvements"
and shall pay to the City for its share of the cost of street, storm drainage,
street lighting, street name signs as shown on the attached Exhibits B, B 1
and C. The estimated total cost of current improvements and related
support services specified in this agreement, including design,
construction and inspection is estimated to $ 2,155,755.85
Project Name: Sendera Ranch, Ph 3, Sec 3A 3
CFA Number: 2008-018
Date: April 21, 2008
Project Name
CFA
DOE No.
Sendera Ranch Phase 111 Sec 3A
2008-010
5747
Item
Developer
ity Cost
Total Cost
Cost
A. Construction
$ 1,073,582.01 $ 19073,582001
1. Streets
2. Storm Drainage
$ 877,272.57
$ 877,272057
3. Street Lights
$ 85,400400
$ 85,400600
4. Street Name Signs
$ 2,450.00
$ 2,450.00
B. Engineering Design
$
C. Construction Engineering
$ 78,034.18
$ -
$ 78,034.18
and Management by DOE 4%
D. Materials Testing by DOE 2%
$ 39,017609
$ -
$ 39,017409
TOTALS
$ 2,155,755.85
$ -
$ 21155,755085
Notes:
1. All Preliminary Plats filed after July 2000 will require sidewalks on all streets.
2. Developer's column for Item C represents four percent (4%) cost for construction
inspection fees. The City will pay additional inspection fee over 4%.
3. City not preparing plans and specifications.
4. Developer's column for Item D represents two percent (2%) of paving and storm drain
costs for materials testing.
Project Name: Sendera Ranch, Ph 3, Sec 3A 4
CFA Number: 2008-018
Date: Apri121, 2008
IN TESTIMONY WHEREOF, the City of Fort Worth has caused this instrument to be
executed in triplicate in its name and on its behalf by its Assistant City Manager, attested by
its City Secretary, with the corporate seal of the City affixed, and said Developer has
executed this instrument in triplicate, at Fort Worth, Texas this the - day of
2008.
Approval Recommended:
ATTEST:
Marty Hendrix
City Secretary
As
ATTEST:
to Form:
Attorney
Corporate Secretary
Sendera Ranch Phase III, Section 3A 5
CFA 2007111
2202007
Transportation and Public Works
City of Fort orth
Fernando Costa
Assistant City Manager
DEVELOPER:
One SRL , .P.,
a Texas limited partnership
By:
Centamtar Terras, L.L.C.
A
Ge
Texas Limited Liability Company
neral Partner
Mehrdad Moayedi, Manager
y/ I/ OoEs
r I
0
N o �� �
N
al o �.,
�,
c, a
o
a
M z �
W
�; � I
N
'W^
V �
� d
mw�
� 4'SNF$, i
L
LL, zoo �.�
a �- ��
V � ��
^o�
m a
M
°' � z
o
z �
o ��
Q w�
U W �
O ��
a
., �� � �1� ; J1�''.�� � ���''J�''�-'
`� J ���`�
,,',,
:.� �S�e
t
D
CI
U
M
tD
n
a
I
n i
�i
�; �
> I
._
�;
o ,
�� �
v
� i
u
m
1 � Z
LU
FM
c - I
to
coJi
g z
j \ I \\\\
10 \
\ \
at
�- "• �� a` 7� ry
Moot
t m' ` ♦ -�Y I M1 oI- i
l ry 41
t too
%
%R \ o Sti N uv
1 m
i "
,i m / on o 'oar
// ZKu
go
r ` y � / R
o'r�" I W-
toot, fto to
too 1 ..e too_ n¢
or Poo Oe"tt
Got 1.
10
l W N
7,U1U1. 'l t Moo
°i a ry W
LLld S N m _ m �
_• m m m m Iry O \
o m
Ito
" ?b
\ U
zl j m � o " ry ., _ _ _ �
yi
S N - M1 -
0
aw
--- --- --- --i--- J
I \ LC,
ms x i
H CL
ly W
�
;Rw(7 �_LI Q J
— —y—--,4Ilt�8Gtl4PO€�[FM W O G G W — .'-] Cr Q
4-II c)a .—nCL m toot
It
t 1 .J ,q mo mo me —� r J O Q1
Ln cD _ > T > U' CO cn I L, I
CD j 1A CD
C7 F- lY `T t;T > o
C i Q Q 0 O Lu V)
U 3 L p C G a G LL a. - a?
i oQ :_,a o C,0 o, 0 o>-
t
M N o p
N
xz �
"I
Q,
EL
>91
�. 2!2 z
j 3 II W m wOl
Q
®® Cn
e G' ` ce
dn as
?0 w 1
T WI O 1
W Q
Q x + W Cn V ll�2m a
♦ �1
(b
M \
X.
i z
'SK I IZKU
' ��/"• �„
MM\ If
W=
. �q�
m
j .1
if
�y+J B O
t I 1 rI i-
rvSx
111 9
f - J
I,
11
11
e
� 1iIt
�
------ --- —�— 11 1 clI
{.:
l o Lo
�
,
_ z w
w J i
`/ l
w
o a'u l J
i aALv�a�� aarc� :nisi `� n w w �
S -
kA:�G�4�:�n-
i O
f Lij 1 v
T�ij Vl — -r o
IL'5� .._�V�� 1 In
11ILr�1�
f L n Cl. � LL
x
it
o �
H
V)
U Q = a
U ~
0
� � Z r;
a
_ L
LU = d m Z
_ � w Q w�O w
i z o��
UOCOO
/
Z -
lo
Q_
Z2
N
wz
/ / z
ID i O z�u
_ \ • w _ m -- I N4
I /
I
—� F W
I � ___ _ ___ _ _ -- • • o t <1
W I L,
n
1 -w
_ I J
fl � iii 2 Q
Q
z1 ij CL
CD u cr = a `�
--—lAk16VFi s6L�� w W LLJ [ O <.
o (-D F- LlJ CY
p, LEI u: ❑_ ��
[ lU Q O Lj� L iJCE
rr
as Len
Q
z 7 Z CY x J
CFA Estimate for:
SENDERA RANCH PHASE III, SECTION 3A
February 24, 2008
STREET IMPROVEMENTS
Item No. DESCRIPTION QTY UNIT PRICE AMOUNT
113 8" Lime Stabilized Subgrade 23,082 S.Y. 1.58 360469056
26 6" RC Street Pavement with 7" Curb 21,659 S.Y. 20.05 434,262.95
313 Hydrated Lime (40#/SY) 462 Ton 104.00 48,048000
4 STD End of Road Barricate 5 Each 1,870.00 91350600
5 STD 4' Sidewalks 61430 S.F. 3.00 191290000
6 Sidewalk Ramps 20 Each 935.00 18,700000
7 Storm Water Management 1 L.S. 31179000 31179400
8 Asphalt Temporary Turnaround Pavement 318 S.Y. 50.00 15,900000
6" Lime Stabilized for Temporary Turnaround
9 Pavement 340 S.Y. 2.00 680.00
Hydrated Lime (30#/SY) for Temporary
10 Turnaround 5.1 Ton 110.00 561.00
11 50' Rock Check Dam 1 Each 414OOoOOl 4,400.00
TOTAL - STREET IMPROVEMENTS $590,840.51
* Sidewalks to be built by homebuilder concurrent with the construction of each home.
SENDERA RANCH BLVD STREET IMPROVEMENTS
ITEM#
IDESCRIPTION
QTYJ
UNIT
I PRICEI
AMOUNT
1A
8" Lime Stabilized Subgrade
13,690
S.Y.
1 10611
22,040090
2A
9.5" RC Street Pavement with Standard Curbs
12,820
S.Y.
27.19
348,575680
3A
Hydrated Lime (40#/SY)
274
Ton
106.00
29,044800
4
Standard End of Road Barricade
1
Each
1,870.00
1,870000
5
STD 4' Sidewalks
13,350
S.F.
2097
39,649050
6
Sidewalk Rams
2
Each
935.00
1,870.00
7
lCenterline Markers Type Y4 & II-AA-3 (Detail D)
191
L.F.
50001
955.00
8
Icenterline Markers Type Y4 & II-AA4 (Detail B)
506
L.F.
190001
9/614000
9 ILane
Markers Type W4 & II-CR4 (Detail A)
11481
L.F.
10301
11925030
10
Remove Lane Closure Striping
213
S.Y.
96001
11917600
11
Detail C Channel Markers
1
L.S.
2,118.001
2,118.00
12
Construct Concrete Curb and Gutter
120
L.F.
15.00
11800600
14
Remove Existing concrete Transition
16,350
S.F.
1.10
17,985400
15
Traffic Control Plan
1
L4S0—r
1,727.00
11727000
16
Storm Water Mangement
1
L.S.
11650000
11650,00
TOTAL III - 3A SENDERA RANCH BLVD STREET IMPROVEMENTS $482,741.50I
* Sidewalks
to
be
built by homebuilder con current';with the construction of each home.
G:\JOB\014563\ESTICFA\CFA-Estimate 20080421.x1s Page 4 of 8
CFA Estimate for:
SENDERA RANCH PHASE 111, SECTION 3A
February 24, 2008
STORM DRAIN SYSTEM
Item No.
DESCRIPTION
QTY
UNIT
PRICE
AMOUNT
1
6-8' x 4' MBC
50
L.F.
11450600
72,500000
2
7' x 4' SBC
134
L.F.
241025
32,327050
3
4' x 4' SBC
134
L.F.
13187
17,938.58
4
3' x 3' SBC
266
L.F.
97070
25,988020
5
39" Class III R.C. Pipe, Including Trench
Excavation and Backfill
278
L.F.
72004
20,027.12
6
36" Class III R.C. Pipe, Including Trench
Excavation and Backfill
40
L.F.
58434
21333060
7
33" Class III R. C. Pipe, Including Trench
Excavation and Backfill
38
L.F.
52014
11981032
8
30" Class III R.C. Pipe, Including Trench
Excavation and Backfill
613
L.F.
45.90
28,136070
9
27" Class III R.C. Pipe, Including Trench
Excavation and Backfill
345
L.F.
41.01
14,148645
10
21" Class III R.C. Pipe, Including Trench
Excavation and Backfill
24
L.F.
33.01
792024
11
Trench Safety (Storm Drain)
11842
L.F.
0020
368040
12
STD 10' Standard Curb Inlet
2
Each
2,450.00
41900200
13
STD 15' Standard Curb Inlet
4
Each
3,050.00
12,200*00
14
STD 20' Standard Curb Inlet
1
Each
4,000.00
41000000
15
4' x 4' Drop Inlet
1
Each 1
21200000
2,200.00
16
4' Square Manhole
2
Each
31600000
71200600
17
Junction Box
1
Each
31900000
3,900.00
18
4' Diameter Manhole Riser with Steps
1
Each
11650000
1,650.00
19
7' x 4' SBC STD, Sloping Headwall
1
Each
21150000
29150000
20
3' x 3' SBC STD, Sloping Headwall
1
Each
1,950.00
1,950.00
21
Parallel Wingwall 6-8" x 4' MBC
2
Each
16,450.00
32,900.00
22
Pedestrian Handrail
276
L.F.
55064
15,356.64
23
Rock Rubble Rip Rap (24" Depth)
2,320
S.Y.
45000
104,400000
24
Rock Ruble Rip Rap (18" Depth)
26
S.Y.
40000
11040000
25
Storm Water Management
1 1
L.S. 1
2500001
250000
TOTAL - STORM
DRAINAGE SYSTEM $410,638.75
11 flf� J•
11
_
G:\JOB\014563\EST\CFA\CFA Estimate 20080421.x1s Page 5 of 8
CFA Estimate. for:
SENDERA RANCH PHASE III, SECTION 3A
February 249 2008
SENDERA RANCH BLVD STORM DRAIN IMPROVEMENTS
ITEM#
DESCRIPTION
QTY
UNIT
PRICE
AMOUNT
1
6-9' x 5' MBC
153
L.F.
11600000
244,800000
2
4' x 3' SBC
61
L.F.
121.06
7,384.66
3
24" Class III R.C. Pipe, Including Trench
Excavation and Backfill
296
L.F.
36.52
10,809.92
4
21 Class III R.C. Pipe, Including Trench
Excavation and Backfill
12
L.F.
33.01
396.12
6
Trench Safety522
L.F.
0.20
104.40
7
Standard 10' Recessed Curb Inlet
4
Each
1,700.00
6,800.00
8
4' x 3' RCP Standard Sloping Headwall
1
Each
2,450.00
21450400
9
Parallel Wingwall 6-9' x 5' MBC
2
Each
19,750000
39,500.00
10
24" Sloping Headwall
2
Each
1,100.00
2,200.00
11
Pedestrian Handrail
248
L.F.
55.64
13,798.72
12
Rock Rubble Rip Rap (36" Depth)
549
S.Y.
55.00
30,195.00
13
Rock Rubble Rip Rap (24" Depth)
25
S.Y.
45.00
11125000
14
Rock Rubble Rip Rap (18" Depth)
21658
S.Y.
40.00
1061320000
15
Remove & Dispose of Existing Wingwalls
1
Each
500.00
500.00
16
Storm Water Management
1
L.S.
250.00
250.00
TOTAL III - 3A SENDERA RANCH BLVD STORM DRAIN IMPROVEMENTS $466,633.82
G:\JOB\014563\EST\CFA\CFA Estimate 20080421.x1s Page 6 of 8
CFA Estimate for:
SENDERA RANCH PHASE III, SECTION 3A
February 24, 2008
STREET LIGHT BASES & STREET SIGNS
Item No.
DESCRIPTION
QTY
UNIT
PRICE
AMOUNT
1
STREET LIGHTS 10OW HPS
23
EA.
2,600.00
59,800.00
2
Street Signs
9
EA.
245.00
2,205.00
TOTAL STREET
LIGHT BASES & SIGNS 62,005.00
SENDERA RANCH BLVD STREET
LIGHTS &SIGNS
ITEM#
DESCRIPTION
QTYJ
UNIT
I PRICEI
AMOUNT
1
STREET LIGHTS 20OW HPS
8
EA.
3,200.00
25,600.00
3
Street Signs
1
EA.
2450001
245.00
TOTAL
SENDERA RANCH BLVD STREET LIGHTS AND SIGNS
25,845.00
G:1JOB\014563\EST\CFA\CFA Estimate 20080421.x1s Page 7 of 8
CFA Estimate for:
SENDERA RANCH PHASE III, SECTION 3A
February 24, 2008
SUMMARY OF TOTAL COST
�
TOTAL -
WATER DISTRIBUTION SYSTEM
343,702.79
TOTAL -
SANITARY SEWER COLLECTION SYSTEM
396,462.50
CHECK-
2% MATERIAL TESTING FEE
141803.31.;
CHECK-
2% INSPECTION FEE
14,803.31.;
TOTAL- WATER DEPARTMENT
769,771.90
TOTAL -PAVING
1,073,582.01
TOTAL -
STORM DRAINAGE SYSTEM
877,272057
CHECK-
2% MATERIAL TESTING FEE
397017.09'
CHECK-
4% INSPECTION FEE
78,034.181
LIGHTS A STREET SIGNS
87,8502061
gCHTE�CKwSTREET
L- T/PW DEPARTMENT
211559755.85
TOTAL COST 2,925,527.75
TOTAL BOND AMOUNT 2,691,019.87
G:\JOB\014563\EST\CFA\CFA Estimate 20080421.x1s Page 8 of 8
PART B - PROPOSAL
This proposal must not be removed from this book of Contract Documents.
TO: ONE SR, L.P.
DEVELOPER
c/o CARTER & BURGESS
PROPOSAL FOR: STREET IMPROVEMENTS FOR
SENDERA RANCH, PHASE III, SECTION 3A
D.O.E. NO. 5747
FILE NO. W-1981
"X" NO. 20232
Includes the furnishing of all materials, except materials specified to be furnished by the City,
equipment and labor for the installation of water and sanitary sewer facilities and all necessary
appurtenances and incidental work to provide a complete and serviceable project designated as:
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, and the General
Contract Documents and General Specifications for Water Department Projects, the site of the
project and understanding the amount of work to be done, and the prevailing conditions, hereby
proposes to do all the work, furnish all labor, equipment and material except as specified to be
furnished by the City, which is necessary to frilly complete the work as provided in the Plans and
Contract Documents and subject to the inspection and approval of the Director of the City
Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of
this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond,
Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents
for the performing and completing of the said work. Contractor proposes to do the work within
the time stated and for the following surns:
(' Ik,rumrnl,and '�rlting, hennlun I oral Sruings' Irminn:u.� Inlrrncl Pilrs'OI.K')',UI-{obi (III) 11';nin�_ slur l3-I
(Furnish and install, including all appurtenant work, complete in place, the following items)
(D-No. refers to related items in the Part D Special Conditions:)
Item
Approx.
Unit
Measure
Item Description
Unit Price
Total
No.
quantity
"D" It description
Amount
ment
STREET
IMPROVEMENTS - SENDERA
RANCH, PHASE III, SECTION 3A
1.
23,082
S.Y.
8" Lime Stabilized Subgrade, complete
in place for the sum of,
Per Square Yard
One Dollars &
Fifty One Cents
$ 1.51
$ 34,469,56
2.
215659
S.Y.
6" RC Street Pvmt with 7" curb,
complete in place for the sum of,
Per Square Yard
Twenty Dollars &
Five Cents
$ 20.05
$ 4349262,95
3.
462
Ton
Hydrated Lime (40#/SY) , complete in
place for the sum of,
Per Ton
One Hundred Four Dollars &
No Cents
$ 104.00
$ 48,048000
4.
5
Ea.
STD. End of Road Barricade,
Per Each
One Thousand
Eight Hundred Seventy Dollars &
No Cents
$ 1,870000
$ 95350000
5.
6,430
S.F.
STD. 4' Sidewalks, complete in place
for the sum of,
Per Square Foot
Three Dollars &
No Cents
$ 3.00
$ 19,290,00
(I)uruiiirnt,.in�ltiruin��sh�_i�nlun`luralticttnit, Irm��nran InR•rncll�ilcs\OIIC�PIII-l�(�?UIU I Pa�in��Jnc R-'
Item
Approx.
Unit
Measure
Item Description
Total
No.
yuantity
"D" Item description
EUnitce
Amount
ment
STREET IMPROVEMENTS - SENDERA
RANCH, PHASE 1I1, SECTION 3A
60
20
Ea.
Sidewalk Ramps, complete in place for
the sum of,
Per Each
Nine Hundred Thirty Five Dollars &
No Cents
$ 935.00
$ 18,700.00
7,
1
L.S.
Storm Water Management,
Per Lump Sum
Three Thousand One Hundred
Seventy Nine Dollars &
No Cents
$ 33179600
$ 3,179.00
8,
318
S.Y.
Asphalt Temporary Turnaround
Pavement, Complete in Place for the
Sum of,
Per Square Yard
FIL Dollars &
No Cents $ 50.00
$ 153900,00
9,
340
S.Y.
6" Lime Stabilized Subgrade for
Temporary Turnaround Pavement,
Complete in Place for the Sum of,
Per Square Yard
Two Dollars &
No Cents $ 100
$ 680.00
10,
5.1
Ton
Hydrated Lime (30#/SY) for
Temporary Turnaround, Complete in
Place for the Sum of,
Per Ton
One I Iundred Ten Dollars &
No Cents $ 110,00
$ 561.00
Iticttin�, Icmpuran II1ICIIIC•Il�ilc;`OI_K'1'Ullib3nlU I P;i�in'=�lu�
Item Approx. Unit Item Description
No. quantity Measure
" " DItem description
men
� S"['BEET' IMPROVEMENTS -SENDERA RANCH, PHASE II[, SEC"LION 3A
1 I . 1 Ea. 50' Rock Check Dam, Complete in
Place for the Sum of,
Per Each
Four Thousand
Four Flundred
No
_Dollars &
Cents
TOTAL AMOUNT BID PAVING -SENDERA RANCH PHASE 111 SECTION 3A
( I )Octllucllt> and 5rlffn;1 111
i�cal ticitm�,, Irmhur:u� In0.•rncl I ilrsd>I K'1`UI-i>(,J nlu I I`.��uig.dnr
Unit Price Total
Amount
$ 4,400.00 I $ 4,400.00
$590,840.51
Item
Approx.
Unit
Measure
Item Description
Unit Price
Total
No.
quantity
"D" Item description
Amount
ment
STREET
IMPROVEMENTS -
SENDERA RANCH BOULEVARD PAVING
1,
13,690
S.Y.
8" Lime Stabilized Subgrade, complete
in place for the sum of,
Per Square Yard
One Dollars &
Sixty One Cents
$
1.61
$ 22,040090
2,
12,820
S.Y.
9.5" RC Street Pavement with
Standard Curbs, complete in place for
the sum of,
Per Square Yard
Twenty Seven Dollars &
Nineteen Cents
$
27.19
$ 348,575,80
3,
274
Ton
Hydrated Lime (40#/SY) , complete in
place for the sum of,
Per Ton
One Hundred Six Dollars &
No Cents
$
106.00
$ 295044,00
4.
1
Ea.
Standard End of Road Barricade,
complete in place for the sum of,
Per Square Yard
One Thousand Eight Hundred
Seventy Dollars &
No Cents $ I,870.00
$ L870.00
5,
13,350
S.F.
STD. 4' Sidewalks, complete in place
for the suns of,
Per Square Foot
Two Dollars &
Ninety Seven Cents $ 2,97
$ 39,649,50
Sidewalk Ramps, complete in place for
6.
2
Ea.
the Sum of,
Per Each
Nine hundred Thirty Five Dollars &
-
No Cents $ 935,00
$ 1,870.00
�1,nur.t3�rtt� utcf�SU[t ��huufdun'.' oral tietungs Irntpilrary Inlcrnr( Pilrs`()IR9 014ib_; IIIU I I'ammg.�lnc 13-;
i
t
Item
Approx.
Unit
Item Description
Unit Price
'Total
No.
quantity
Measure
`�D" Item description
Amount
ment
STREET IMPROVEINIENTS - SENDEIZA RANCH BOULEVARD PAVING
Centerline Markers Type Y-4 & 11-
7.
191
L.F.
AA-3 (Detail D) , complete in place
for the sum of,
Per Linear Foot
Five Dollars &
No Cents
$ 5.00
$ 955.00
8.
506
L.F.
Centerline Markers Type Y-4 & II-
AA4 (Detail B) , complete in place for
the sum of,
Per Linear Foot
Nineteen Dollars &
No Cents
$ 19.00
$ 9,614000
9.
11481
L.F.
Lane Markers Type W4 & II-CR-4
(Detail A) , complete in place for the
sum of,
Per Linear Foot
One Dollars &
Thirty Cents
$ 1.30
$1,925,30
10.
213
S.Y.
Remove Lane Closure Striping,
complete in place for the sum of,
Per Square Yard
Nine Dollars &
No Cents
$ 9.00
$ 1,917,00
1 1.
1
L.S.
Detail C Channel Markers, complete in
place for the sum of,
Per Lump Sum
Two Thousand
One Hundred Eighteen Dollars &
No Cents
$ 2,1 18.00
$ 2,1 18.00
( yliijA+(j ordn'.IvialSnim c,Irmlxx:uylntrrnrllilr,`OL'I F,flll�(>>UInII':nuigdue
It irl;
`7 O
Item
A rox
Approx. .
Unit
Item Description
p
Unit Price
Total
No.
quantity
Measure
"D" Item description
Amount
ment
STREET IMPROVEMENTS - SENDERA RANCH BOULEVARD PAVING
120
120
L.F.
Construct Concrete Curb and Gutter,
complete in place for the sum of,
Per Linear Foot
Fifteen Dollars &
No Cents
$ 15,00
$ 11800,00
136
16,350
S.F.
Remove Existing Concrete Transition,
complete in place for the sum of,
Per Square Foot
One Dollars &
Ten Cents
$ 1.10
$ 17,985400
14,
1
L.S.
Traffic Control Plan, complete in place
for the sum of,
Per Lump Sum
One Thousand Seven Hundred
Twenty Seven Dollars &
No Cents
$ I,727,00
$ 11727*00
15e
1
L.S.
Storm Water Management, complete
I
n place for the sum of,
Per Lump Sum
One Thousand Six Hundred
Fifty Dollars &
No Cents
$ 11650600
$ 11650,00
16,
1
L.S.
City Bonds, complete in place for the
sum of,
Per Lump Sum
One Thousand Six Hundred
Fifty Dollars &
$22,230400
$2212 30
No Cents
'00
$ 504,971 ,50
TOTAL A.IOUNT BID PAVING - SENDERA RANCII BLVD
I nc:�l tiruin��,' frinhnr:pry hilrrnet I ilc�'(II hV (11-I�n31i111 I I'acine.il��c li-'
StiIVAIV ARY
TOTAL 4A1VIOUNT BID - SENDERA RANCH PHASE 3, SECTION 3A
TOTAL AIVIOLINT BID- SENDERA RANCH BLVD
GR.aND TOTAL AIVIOt1NT BIU
$ _5901840.51
$ 5044971.50
$ 1,095,812.O1
!(' Ihuuncnts and tinerbgot Ion'AI ocai Settings', femporary Internet hIcs\01 KWOWiOl010 1 Paving.Joc 13-8
PART B - PROPOSAL (font.)
Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will
deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful
performance of the Contract. The attached bid security in the amount of 5911) is to become the property of the City of
Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above
set forth, as liquidated damages for the delay and additional work caused thereby.
Tlie undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and
General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly
understands all the requirements and conditions of those General Documents and the specific Contract Documents
and appurtenant plans.
The successful bidder shall be required to perform the work in accord with the following publications, both of
which are incorporated herein and made a part hereof for all purposes:
1. The General Contract Documents and General Specifications for Water Department
Projects dated January 1, 1978, which may be purchased from the Water Department.
2. The Standard Specifications for Street and Storm Drain Construction which may be
purchased from the Department of Transportation & Public Works.
The undersigned assures that its employees and applicants for employment and those of any labor organization,
subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are
not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No.
7400.
The Bidder agrees to begin construction within ten 10 calendar days after issue of the work order, and to complete
the contract within thirty 30 working days after beginning construction as set forth in the written work order to be
brnished by the Owner.
(('omplete A or B below, as applicable:)
A. The principal place of business of our company is in the State of
Nonresident bidders in the State of ,our principal
place of business, are required to be percent lower than resident bidders
by state law. A copy of the statute is attached.
Non resident bidders in the State of ,our principal
place of business, are not required to underbid resident bidders.
1/ B. The principal place of business of our company or our parent company or
majority owner is in the State of Texas.
I )OCLIIIMIIS and setae pligordun�LocaI Set tings`dfernporary Intenret Files\0I 1<9\014S03 010 1 Ila%ing.doc IS-'>
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and
requirements of which have been taken into consideration on preparation of the foregoing bid:
Addendum No. 1 (Initials) _ Addendum No. 3 (Initials)
Addendum No. 2 (Initials)_ Addendum No. 4 (Initials)
(Seal)
(';-,l)i,riinariNs _Jnil'1e11u�s�
Respectfully submitted,
LH Lacv Constntction
L.N. t,��y„company, Ltd.
/g/y: L,t(cpn, t LC, General Partner
Mitchell Bush
Address
P.O. Box 541297
Dallas. TX 75354-1297 -
Telephone: 214.3 57.0146
I oral Scttmgs\'Iemporary Internet FileslUl.l:'1'111•t?63 OfU I Pa�ing.dor
PART B — PROPOSAL
This proposal must not be removed from this book of Contract Documents.
TO: One SR, L.P.
3901 Airport Freeway, Suite 200
Bedford, Texas 76021
PROPOSAL FOR: Sendera Ranch Phase III Section 3A
WATER PROJECT NO. P264-602150085083
SEWER PROJECT NO. P274-702130085083
D.O.E. No. 5747
FILE NO. W-1981
X NO.20232
Includes the furnishing of all materials, except materials specified to be furnished by the City,
equipment and labor for the installation of Water, Sanitary Sewer and Storm Drain
Improvements and all necessary appurtenances and incidental work to provide a complete and
serviceable project designated as:
Sendera Ranch Phase III Section 3A
Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly
examined the Contract Documents, including plans, special contract documents, tttM the General
Contract Documents and General Specifications for Water Department Projects, the General
Contract Documents and General specifications for Transportation and Public works Projects,
the site of the project and understanding the amount of work to be done, and the prevailing
conditions, hereby proposes to do all the work, furnish all labor, equipment and material except
as specified to be furnished by the City, which is necessary to fully complete the work as
provided in the Plans and Contract Documents and subject to the inspection and approval of the
Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself
upon acceptance of this Proposal to execute a contract and furnish an approved Performance
Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by
the Contract Documents for the performing and completing of the said work. Contractor
proposes to do the work within the time stated and for the following sums:
N:\JOB\014563\Spec\014563.010Utlities.doc
UNIT A: WATER
(Furnish and install, including all appurtenant work, complete in place, the following items)
(D-No. refers to related items in the Part D Special Conditions:)
Item
Approx.
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit A Water Distribution System
1.
6,718
L.F.
8" Water Line, Complete in Place for the
Sum of,
Per Linear Foot
Thirteen Dollars &
Sixty Four Cents
$ 13.64
$ 915633052
2.
21
Ea.
8" Gate Valve Complete with Cast Iron
Valve Box and Cover,
Per Each
Eight Hundred Twenly Two Dollars &
Seventy Seven Cents
$ 822077
$ 173278.17
3.
5
Ea.
Fire Hydrant (4'4' Bury)
Per Each
Two Thousand Five Hundred
Thirty Four Dollars &
Fourteen Cents
$ 23534.14
$ 12,670.70
4.
103
Ea.
1" Copper Services, Complete in Place
for the Sum of,
Per Each
Four Hundred Thirty Three Dollars &
Eighty Five Cents
$ 433.85
$ 44,686.55
5.
103
Ea.
Concrete Meter Box 1" Service,
Complete in Place for the Sum of,
Per Each
Fifty Four Dollars &
Fifty Cents
$ 54.50
$ 55613050
N:UOB\01 d563\Spec\014563.O1000ities.doc B-I
Item
Approx.
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit A Water Distribution System
6.
3.2
Ton
Cast Iron Fittings, Furnish and Install,
Complete in place, Including Concrete
Blocking
Per "Ton
Three Thousand Two Hundred
Fifty Nine Dollars &
Twenty Three Cents
$ 31259023
$ 101429454
7.
5
C.Y.
Class B (2500 psi) Encasement,
Complete in Place for the Sum of,
Per Cubic Yard
Sixty_ Five Dollars &
No Cents
$ 65.00
$ 325.00
8.
5
C.Y.
Class E (1500 psi) Encasement,
Complete in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
9.
20
C.Y.
Crushed Limestone, Complete in Place
for the Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
10.
20
C.Y.
Ballast Stone, Complete in Place for the
Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
11.
63718
L.F.
Trench Safety for Water Mains,
Per Linear Foot
No Dollars &
Twenty Cents
$ 0.20
$ 1,343.60
T. r n - `.7 7
J,
N:UOB\014563\Spec\014563.010Utlities.doc Q-2
Item
Approx.
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit A Water Distribution System
12.
1
L.S.
Storm Water Management, Complete in
Place for the Sum of,
Per Lump Sum.
Two Hundred Fifty Dollars &
No Cents
$ 250.00
$ 250.00
$ 185,455.58
Total Amount Bid — Unit A Water Distribution System
N:UOB\014563\Spec\014563.010Utlities.doc B-3
Item
Approx.
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit Al Water — Sendera Blvd. Water Distribution System
1. 1,668 L.F. 20" Water Main, Complete in Place for
the Sum of,
Per Linear Foot
Fifty Three Dollars &
Sixty Eight Cents $ 53.68 $ 895538024
2. 151 L.F. 8" Water Main, Complete in Place for
the Sum of,
Per Linear Foot
Fourteen Dollars &
Sixty Four Cents $ 14.64 $ 2,210.64
3, 2 Ea. 20" Gate Valve Complete with Cast Iron
Valve Box and Cover,
Per Each
Twelve Thousand Seven Hundred
Sixty Two Dollars &
Fifty Three Cents $ 12,762.53 $ 25,525.06
4. 2 Ea. 8" Gate Valve Complete with Cast Iron
Valve Box and Cover,
Per Each
Eight Hundred Twenjy Two Dollars &
Seventy Seven Cents $ 822077 $ 1,645.54
5. 3 Ea. 6" Blow Off Valve, Complete in Place
for the Sum of,
Per Each
Two Thousand Six Hundred
Fifty Nine Dollars &
Eleven Cents $ 22659011 $ 7,977.33
6. 3 Ea. 4' Diameter Sump Manhole, Complete in
Place for the Sum of,
Per Each
One Thousand
Eight Hundred Dollars &
No Cents $ I p0.00 $ 5,400600
N:UOB\014563\Spec\014563A10Utlities.doc B-4
Item
Approx.
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
MENOMONEE-
Amount
Unit Al Water — Sendera Blvd. Water Distribution System
70
1
Ea.
Fire Hydrant (4'-0" Bury)
Per Each
Two Thousand Five Hundred
Thirty Four Dollars &
Fourteen Cents
$ 2,534.14
$ 2,534.14
8.
9.2
Ton
Cast Iron Fittings, Furnish and Install,
Complete in place, Including Concrete
Blocking
Per Ton
Two Thousand, Three Hundred
Ten Dollars &
Five Cents
$ 25310405
$ 21,252.46
9.
5
C.Y.
Class B (2500 psi) Encasement,
Complete in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
Me
5
C.Y.
Class E (1500 psi) Encasement,
Complete in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
11.
20
C.Y.
Crushed Limestone, Complete in Place
for the Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
12. 20
C.Y.
Ballast Stone, Complete in Place for the
Sum of,
Per Cubic Yard
^ !
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
N:UOB\014563\Spec\0145G3.01 OUtlitics.doc B-5
Item
Approx.
Unit
Item Description
Unit Price
Total
No,
Quantity
Measurement
"D" Item reference
Amount
Unit Al Water — Sendera Blvd. Water Distribution System
13.
1,819
L.F.
Trench Safety for Water Mains,
Per Linear Foot
No Dollars &
Twenty Cents
$ 0.20
$ 363.80
14.
1
L.S.
Storm Water Management, Complete in
Place for the Sum of,
Per Lump Sum
Two Hundred Fifty Dollars &
No Cents
$ 250.00
$ 250.00
Total Amount Bid — Unit Al Water- Sendera Blvd. Water Distr. System
$ 158,247.21
N:VOB\0145G3\Spec\0145G3.010Utlities.doc B-G
UNIT B: Sanitary Sewer Collection System
(Furnish and install, including all appurtenant work, complete in place, the following items)
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit B Sanitary Sewer — Sendera Ranch Phase III, Sec 3A
1.
29463
L.F.
18" Sewer Main, Complete in Place for
the Sum of,
Per Linear Foot
Twenty Six Dollars &
Eleven Cents
$ 26011
$ 64,308.93
2.
100
L.F.
18" SDR-26 PVC, Complete in Place for
the Sum of,
Per Linear Foot
Thirty Seven Dollars &
Thirty Four Cents
$ 37.34
$ 35734600
3.
657
L.F.
18" SDR-26 PVC Cement Stabilized,
Complete in Place for the Sum of,
Per Linear Foot
Fifty Four Dollars &
Thirty Four Cents
$ 54.34
$ 35,701.38
4.
3,422
L.F.
8" Sewer Main, Complete in Place for the
Sum of,
Per Linear Foot
Fourteen Dollars &
Ninety Five Cents
$ 14695
$ 515158.90
5.
280
L.F.
8" SDR-26 PVC Cement Stabilized,
Complete in Place for the Sum of,
Per Linear Foot
Thirty Four Dollars &
Forty Two Cents
$ 34042
$ %63T60
6,
19
Ea.
4' Diameter Manhole (various depths),
Complete in Place for the Sum of,
Per Each
J?1
`
Two Thousand One Hundred
Fifty Three Dollars &
Eighty One Cents
$ 29153081
$ 403922039
N:UOB\014563\Spec\014563.010Utlities.doc B-7
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit B Sanitary Sewer — Sendera Ranch Phase I11, Sec 3A
70
66
Ea.
4" Sanitary Sewer Service (SDR-26),
Complete in Place for the Sum of,
Per Each
Five Hundred Twenty Seven Dollars &
Forty Eight Cents
$ 527.48 $ 345813068
8.
53
Ea.
4" Sanitary Sewer Service (SDR-35),
Complete in Place for the Sum of,
Per Each
Five Hundred Sixty Two Dollars &
Fifteen Cents
$ 562.15
$ 291793095
9.
5
C.Y.
Class B (2500 psi) Encasement, Complete
in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
10.
5
C.Y.
Class E (1500 psi) Encasement, Complete
in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
11.
20
C.Y.
Crushed Limestone, Complete in Place
for the Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
12.
20
C.Y.
Ballast Stone, Complete in Place for the
Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
N:VO13\014563\Spec\0145G3.01 OUdities.doc B-8
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit B Sanitary Sewer — Sendera Ranch Phase III, Sec 3A
13.
6,922
L.F.
Trench Safety (Sewer), Complete in Place
for the Sum of,
Per Linear Foot
No Dollars &
Twenty Cents
$ 0.20
$ 1,384.40
14.
19
Ea.
Vacuum Test for Manholes, Complete in
Place for the Sum of,
Per Each
Eighty Dollars &
No Cents
$ 80.00
$ 11520000
15.
65922
L.F.
TV Inspections of Sanitary Sewer,
Per Linear Foot
One Dollars &
Twenty Five Cents
$ 1.25
$ 89652.50
16.
1
L.S.
Storm Water Management,
Per Lump Sum
Two Hundred Fifty Dollars &
No Cents
$ 250.00
$ 250.00
Total Amount Bid Sewer — Unit B1= Sendera Ranch Phase III, Sec 3A
$ 283,427.73
S 5I iU'I
U
N:\1563\Spec\014563.010Utlities.doc B-9
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit B1 Offsite Sanitary Sewer — Sendera Ranch Phase III, Section 3A
1.
13869
L.F.
24" Sewer Main (SDR-35), Complete in
Place for the Sum of,
Per Linear Foot
Forty Five Dollars &
No Cents
$ 45.00
$ 849105.00
2.
100
L.F.
24" Concrete Encasement, Complete in
Place for the Sum of,
Per Linear Foot
Fifty_ Dollars &
No Cents
$ 50.00
$ 53000.00
3.
32
L.F.
21 Sewer Main (SDR-35), Complete in
Place for the Sum of,
Per Linear Foot
Forty One Dollars &
Sixty Five Cents
$ 41.65
$ 1,332.80
40
4
Ea.
4' Diameter Manhole (various depths),
Complete in Place for the Sum of,
Per Each
Three Thousand One Hundred
Eighty One Dollars &
Thirty Eight Cents
$ 3,181.38
$ 12,725.52
5.
5
C.Y.
Class B (2500 psi) Encasement, Complete
in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
6.
5
C.Y.
Class E (1500 psi) Encasement, Complete
in Place for the Sum of,
Per Cubic Yard
Sixty Five Dollars &
No Cents
$ 65.00
$ 325.00
N:UOB\0145G3\Spec\O1d563.O10Utlities.doc B-10
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit B1 Offsite Sanitary Sewer — Sendera Ranch Phase III, Section 3A
7.
20
C.Y.
Crushed Limestone, Complete in Place
for the Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
8.
20
C.Y.
Ballast Stone, Complete in Place for the
Sum of,
Per Cubic Yard
Twenty Two Dollars &
Fifty Cents
$ 22.50
$ 450.00
9.
1,901
L.F.
Trench Safety (Sewer), Complete in Place
for the Sum of,
Per Linear Foot
No Dollars &
Twentv Cents
$ 0.20
$ 380.20
10.
4
Ea.
Vacuum Test for Manholes, Complete in
Place for the Sum of,
Per Each
Eighty Dollars &
No Cents
$ 80.00
$ 320.00
11.
11901
L.F.
TV Inspections of Sanitary Sewer,
Per Linear Foot
One Dollars &
Twenty Five Cents
$ 1.25
$ 25376025
Install 12" Thick "Facing" Class Rock
12.
111
S.Y.
Rubble Rip Rap, with 6" Thickness of
Bedding, Complete in Place for the Sum
of,
Per Linear Foot
Forty Five Dollars &
No Cents
$ 45.00
$ 45995000
N:UOB\014563\Spec\014563.O10Utlities.doc E3-11
Item Approx Unit Item Description Unit Price Total
No. Quantity Measurement "D" Item reference Amount
Unit B1 Offsite Sanitary Sewer — Sendera Ranch Phase III, Section 3A
13. 1 L.S. Storm Water Management,
Per Lump Sum
Two Hundred Fifty Dollars &
Nn Cents
Total Amount Bid — B1 Offsite SS -Sendera Ranch Phase III, Section 3A
$ 250.00 $ 250.00
$ 113,034.77
N:UOB\014563\.Spec\014563.01 OUtli[ies.doc B-12
UNIT C: STORM DRAIN
(Furnish and install, including all appurtenant work, complete in place, the following items)
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C — Storm Drain System
6-8'X 4' MBC, Complete in Place for
1
50
L.F.
the Sum of,
Per Linear Foot
One Thousand Four Hundred
Fifty Dollars &
No Cents
$ 13450000
$ 72,500.00
7'X 4' SBC, Complete in Place for the
2.
134
L.F.
Sum of,
Per Linear Foot
Two Hundred Forty One Dollars &
Twenty Five Cents
$ 241.25
$ 325327.50
4'X 4' SBC, Complete in Place for the
30
134
L.F.
Sum of,
Per Linear Foot
One Hundred Thirty Three Dollars &
Eighty Seven Cents
$ 133.87
$ 17,938.58
3'X 3' SBC, Complete in Place for the
40
266
L.F.
Sum of,
Per Linear Foot
Ninety Seven Dollars &
Seventy Cents
$ 97.70
$ 25,988.20
39" Class III R.C. Pipe, Including Trench
5
278
L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Seventy Two Dollars &
Four Cents
$ 72.04
$ 205027012
N:VOB\014563\Spec\0145G3.Ol000ities.doc B-13
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C — Storm Drain System
36" Class III R.C. Pipe, Including Trench
69
40 L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Fifty Eight Dollars &
Thirty Four Cents
$ 58.34 $ 2,333.60
33" Class III R.C. Pipe, Including Trench
7.
38 L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Fifty Two Dollars &
Fourteen Cents
$ 52.14
$ 1,981.32
30" Class III R.C. Pipe, Including Trench
80
613 L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Forty Five Dollars &
Ninety Cents
$ 45.:90
$ 285136.70
27" Class III R.C. Pipe, Including Trench
90
345 L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Forty One Dollars &
One Cents
$ 41.01
$ 143148445
21 Class III R.C. Pipe, Including Trench
10.
24 L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Thirty Three Dollars &
One Cents
$ 33.01
$ 792.24
Trench Safety (Storm Drain), Complete
11.
1,842 L.F.
I
n Place for the Sum of,
Per Linear Foot
No Dollars &
Twenty Cents
$ 0.20
$ 368.40
N:VOB\014563\Spec\014563.010Udities.doc B-14
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C — Storm Drain System
STD 10' Standard Curb Inlet, Complete
12.
2
Ea.
in Place for the Sum of,
Per Each
Two Thousand Four Hundred
Fifty Dollars &
No Cents
$ 2,450.00
$ 4,900.00
STD 15' Standard Curb Inlet, Complete
13.
4
Ea.
I
n Place for the Sum of,
Per Each
Three Thousand
Fifty Dollars &
No Cents
$ 3,050.00
$ 12,200.00
STD 20' Standard Curb Inlet, Complete
14.
1
Ea.
in Place for the Sum of,
Per Each
Four Thousand Dollars &
No Cents
$ 400.00
$ 43000000
4'x 4' Drop Inlet, Complete in Place for
15.
1
Ea.
the Sum of,
Per Each
Two Thousand
Two Hundred Dollars &
No Cents
$ 2,200.00
$ 2,200.00
4' Square Manhole, Complete in Place
16.
2
Ea.
for the Sum of,
Per Each
Three Thousand
Six Hundred Dollars &
No Cents
$ 3,600.00
$ 7,200.00
Junction Box, Complete in Place for the
17.
1
Ea.
Sum of,
Per Each
Three Thousand
Nine Hundred Dollars &
No Cents
$ 3,900.00
$ 39900000
N:VOB\014563\Spec\014563.010Utlities.doc B-15
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C — Storm Drain System
4' Diameter Manhole Riser w/Steps,
18.
1
Ea.
Complete in Place for the Sum of,
Per Each
One Thousand Six Hundred
Fifty Dollars &
No Cents
$ 11650000
$ 1,650.00
7'X 4' SBC STD, Sloping Headwall,
19.
1
Ea.
Complete in Place for the Sum of,
Per Each
Two Thousand One Hundred
Fifty Dollars &
No Cents
$ 2,150.00
$ 2,150.00
YX 3' SBC STD. Sloping Headwall,
20.
1
Ea.
Complete in Place for the Sum of,
Per Each
One Thousand Nine Hundred
Fifty Dollars &
No Cents
$ 1,950.00
$ 1,950.00
Parallel Wingwall 6-8'x 4' MBC,
21.
2
Ea.
Complete in Place for the Sum of,
Per Each
Sixteen Thousand Four Hundred
Fifty Dollars &
No Cents
$ 163450.00
$ 32,900.00
Pedestrian Handrail, Complete in Place
22.
276
L.F.
for the Sum of,
Per Each
Fifty Five Dollars &
Sixty Four Cents
$ 55.64
$ 15,356.64
Rock Rubble Rip Rap (24" Depth),
23.
25320
S.Y.
Complete in Place for the Sum of,
Per Square Yard
Forty Five Dollars &
No Cents
$ 45.00
104,400.00
N:VOB\014563\Spec\014563.O10Utlities.doc B-16
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C — Storm Drain System
Rock Rubble Rip Rap (18" Depth),
24.
26
S.Y.
Complete in Place for the Sum of,
Per Square Yard
Forty Dollars &
No Cents
$ 40.00
$ 1,040.00
Storm Water Management (Maintenance
25.
1
L.S.
of Construction Entrance/Exit and Silt
Barriers and Installation of Stage One
and Stage Two Inlet Protectors)*,
Per Lump Sum
Two Hundred Fifty Dollars &
No Cents
$ 250.00
$ 250.00
Total Amount Bid Unit C - Storm Drain System
$ 4101638675
N:UOB\014563\Spec\014563.O10Udities.doc B-17
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C1 — Storm Drain System Sendera Ranch Blvd
6-9'X 5' MBC, Complete in Place for
1.
153
L.F.
the Sum of,
Per Linear Foot
One Thousand
Six Hundred Dollars &
No Cents
$ 15600000
$ 24400.00
4'X 3' SBC, Complete in Place for the
2.
61
L.F.
Sum of,
Per Linear Foot
One Hundred Twenty One Dollars &
Six Cents
$ 121.06
$ 79384066
24" Class III R.C. Pipe Including Trench
3.
296
L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Thirty Six Dollars &
Fifty Two Cents
$ 36.52
$ 105809092
21" Class III R.C. Pipe Including Trench
46
12
L.F.
Excavation and Backfill, Complete in
Place for the Sum of,
Per Linear Foot
Thirty Three Dollars &
One Cents
$ 33.01
$ 396.12
Trench Safety (Storm Drain), Complete
5.
522
L.F.
I
n Place for the Sum of,
Per Linear Foot
No Dollars &
Twenty Cents
$ 0.20
$ 104.40
N:VOB\014563\Spec\014563.01 OUtlities.doc B-l8
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit C1 — Storm Drain System Sendera Ranch Blvd
Standard 10' Recessed Curb Inlet,
6.
4
Ea.
Complete in Place for the Sum of,
Per Each
One Thousand
Seven Hundred Dollars &
No Cents
$ 1,700.00
$ 600.00
4'x 3' RCP Standard Sloping Headwall,
70
1
Ea.
Complete in Place for the Sum of,
Per Each
Two Thousand Four Hundred
Fifty Dollars &
No Cents
$ 23450000
$ 2,450.00
Parallel Wingwall 6-9'x 5' MBC*,
$,
2
Ea.
Complete in Place for the Sum of,
Per Each
Nineteen Thousand Seven Hundred
Fifty Dollars &
No Cents
$ 19,750.00
$ 393500.00
24" Sloping Headwall, Complete in
9
2
Ea
Place for the Sum of,
Per Each
One Thousand
One Hundred Dollars &
No Cents
$ 1,100.00
$ 23200400
Pedestrian Handrail, Complete in Place
10.
248
L.F.
for the Sum of,
Per Each
Fifty Five Dollars &
Sixty Four Cents
$ 55.64
$ 135798072
Rock Rubble Rip Rap (36" Depth),
11.
549
S.Y.
Complete in Place for the Sum of,
o
Per Square Yard
in
Fifty Five Dollars &
No Cents
$ 55.00
$ 305195000
N:VOB\014563\Spec\0145G3.Ol0Utlities.doc B-19
Item
Approx
Unit
Item Description
Unit Price
Total
No.
Quantity
Measurement
"D" Item reference
Amount
Unit Cl — Storm Drain System Sendera Ranch Blvd
Rock Rubble Rip Rap (24" Depth),
12e
25
SOYSOY6
Complete in Place for the Sum of,
Per Square Yard
Forty Five Dollars &
No Cents
$ 45.00
$ 1,125.00
Rock Rubble Rip Rap (18" Depth),
13.
21658
S.Y.
Complete in Place for the Sum of,
Per Square Yard
Forty Dollars &
No Cents
$ 40.00
$ 106,320.00
Remove & Dispose of Existing
14.
1
Ea.
Wingwalls, Complete in Place for the
Sum of,
Per Each
Five Hundred Dollars &
No Cents
$ 500.00
$ 500.00
15.
1
L.S.
Storm Water Management (Maintenance
of Construction Entrance/Exit and Silt
Barriers and Installation of Stage One
and Stage Two Inlet Protectors)*,
Per Lump Sum
Two Hundred Fifty Dollars &
No Cents
$ 250.00
$ 250.00
Total Amount Bid Unit C1 — Storm Drain System Sendera Ranch Blvd.
$ 4663633.82
'Fir 'ram' S u';tTIdru''l
i� '1L��1•
N:VOB\014563\Spec\014563.01 OUtlities.doc B-20
SUMMARY
TOTAL
AMOUNT
BID
WATER
UNIT A
$ 185,455.58
TOTAL
AMOUNT
BID
WATER
UNIT Al
$ 1585247.21
TOTAL
AMOUNT
BID
SEWER
UNIT B
$ 2835427.73
TOTAL
AMOUNT
BID
SEWER
UNIT B1
$ 113,034.77
TOTAL
AMOUNT
BID
STORM
DRAIN UNIT C
$ 4101638975
TOTAL
AMOUNT
BID
STORM
DRAIN UNIT Cl
$ 466,633.82
PAYMENT & PERFORMANCE
WITH 2 YEAR 100% MAINTENANCE
BOND
$ 275930.00
GRAND TOTAL AMOUNT BID
$ 19645,367.86
N:UOB\014563\Spec\0145G3.01 OUtlities.doc B-21
PART B - PROPOSAL (Copt.)
Her acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an
approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful
performance of the Contract. The attached bid security, if required is to become the property of the
Developer.
The undersigned bidder certified that he has obtained at least one set of the General Contract Documents
and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and
thoroughly understands all the requirements and conditions of those General Documents and the specific
Contract Documents and appurtenant plans.
The successful bidder shall be required to perform the work in accord with the following
publications, both of which are incorporated herein and made a part hereof for all purposes$
1. The General Contract Documents and General Specifications for Water
Department Projects dated January 1, 1978, which may be purchased from the Water
Department.
2. The Standard Specifications for Street and Storm Drain Construction which may be
purchased from the Department of Transportation & Public Works.
The undersigned assures that its employees and applicants for employment and those of any labor
organization, subcontractors, or employment agency in either furnishing or referring employee applicants
to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as
amended by City Ordinance No. 7400.
The Bidder agrees to begin construction within ten 10 calendar days after issue of the work order, and to
complete the contract within g days after beginning
I (we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions
and requirements of which have been taken into consideration on preparation of the foregoing bid:
NaIOB\014563\Spec\014563.O10Utlities.doc B-22
A
A
Addendum No. I (Initials)
Addendum No. 2 (Inals)
(Seal)
Date:
Addendum No. 3 (Initials)
Addendum No. 4 (Initials
Respectfully submitted,
C.W. Young
By:
Title:
Address
210 South Sixth Street
Mansfield, Texas 76063
Telephone: 817.477.1414
N:UOE3\014563\Spec\014563.01 OUtlities.dac