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LETTER OF COMPLETION
CITY ENGINEER DATE: Auuust 20, 2015
CITY OF COLLEGE $TATION
COLLEGE STATION, TEXAS
RE: COMPLETION 07= Bridaewood Phase 1
W. S. Phillips bftmlon'
Proposed Sliest and Ut Na ImprovOMMO
Bear Sh:
The purpose of our letter is to request that the following Rated improvaments be
approved and adeepted as being odnstructed under City ltrspection and oompleted
according to plans and specifications as approver) and required by the City of College
Station, Texas. This approval and acceptance by " City is requested In order that we
may flnalize •any subcontracts and to affirm their warranty on the work. This approval
and acceptance by the Gty of tf 6a Nnprovernents fisted below does hereby void the letter
of guarantee fbr the listed Improvements on the above raierenced project.
The one-year warranty Is hereby aMmred and agreed to by Brazos Pavinfg`Inc.
and by their subcontractors as Indicated by signatures below.
WORK COMPLETED •
Public Water Lines/Fire Hydrants
Public Streets/Sidewalks
Drainage Facilldes
Owner; BCS Development Co.
Phone Number: 979-690-1222
Address:
6S
Signature:
ACCEPTANCE & AYPROVAL
City Repres tative
C' g/neer
ReWwd 007
WARRANTY DATE
August 17, 2015
!August 17, 2015
August 17, 2015
Cbntracifor. Brazoa Paving, Inc.
Phone Number: 979-690-1222
Address: P.O. Box 714
Bryan, Texas 77906
Signature:
pr RT rW. .-
0K-SITt—L ,obi f'�, FILED
EMP BLANKET ESMT FILED
NO OTHER ESMTS NEEDED
6
Engineer's Opinion of Probable Construction Costs
W. S. Phillips Parkway Improvements
MBESI No. 10530036
December 12, 2014
Item # Description Unit Quantity Unit Price Total
W. S. PHILLIPS PARKWAY IMPROVEMENTS - THOMAS TRACT
1.00 Site Preparation
1.01
Mobilization
LS
1
$4,000.00
$4,000.00
_ 1.02
Clearing and Grubbing
LS
1
$1,000.00
$1,000.00
_ _
Subtotal Site
Preparation:
$5,000.00
2.00 Street Improvements
2.01
Earthwork (Cut: ±138 CY /Fill: +410 CY)
LS
1
$7,050.00
$7,050.00
2.02
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
1,161
$2.05
$2,380.05
2.03
Lime/Cement for Stabilized Subgrade
TN
18
$162.65
$2,927.70
2.04
8" Reinforced Concrete Pavement (Includes 6" Raised Curb & Lay-
SY
898
Down)
$39.72
$35,668.56
2.05
4" Concrete Sidewalk (10' wide)
SF
2,943
$3.65
$10,741.95
2.06
Pavement Striping and Markin
LS
1
$1,500.00
$1,500.00
Subtotal Street Improvements:
$60,268
3.00 Water System Improvements
3.01
12" AWWA C900, CL 235 PVC, Water Line, Str. Backfill
LF
360
$45.00
$16,200.00
3.02
12" Gate Valve
EA
1
$2,310.00
$2,310.00
3.03
12" D.I. 45 deg. Bend
EA
4
$385.00
$1,540.00
3.04
12" Anchor Coupling
EA
1
$500.00
$500.00
3.05
24" Steel Encasement (+/- 47LF)
LF
47
$85.00
$3,995.00
3.06
Connecting to existing 12" water line.
EA
2
$750.00
$1,500.00
Subtotal Water System Improvements:
$26,045
4.00 Miscellaneous Improvements
4.01 Removal of existing Pavement (Barron Cut-off Road & Barron Road)
SY
683
$3.50
$2,390.50
4.02 Removal of Existing Gravel Driveway
LS
1
$1,500.00
$1,500.00
4.03 Removal of existing Barbed Wire/Wood Fence
LS
1
$1,000.00
$1,000.00
4.04 6" Crushed Rock Driveway (+/- 39SY)
LS
1
$1,000.00
$1,000.00
4.05 "Keep Right" Sign and Post
EA
1
$450.00
$450.00
_
Subtotal Improvements:
$6,341
5.00 Erosion Control Improvements
_
5.01 Erosion Control Plan & Sedimentation Control (includes monitoring,
LS
1
$1,000.00
$1,000.00
record keeping, grass seeding, and cleanup)
5.02 Hydroseeding and Fibermulch
SY
583
$0.45
$262.35
5.03 Bermuda Grass Sod
SY
474
$10.00
$4,744.44
5.04 Silt Fence
LF
424
$2.65
$1,123.60
5.05 Entrance/Exit
EA
1
$2,000.00
$2,000.00
Subtotal Erosion Control Improvements:
$9,130
SUBTOTAL CONSTRUCTION COST (THOMAS TRACT):
$106,784
W. S. PHILLIPS PARKWAY IMPROVEMENTS - BRIDGEWOOD PHASE 1- ADDITIONS
1.00 Street Improvements
1.01
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
552 $2.05
$1,131.60
1.02
Lime/Cement for Stabilized Subgrade
TN
9 $162.65
$1,463.85
1.03
8" Reinforced Concrete Pavement
SY
382 $39.72
$15,173.04
1.04
4" Concrete Sidewalk 10' wide
SF
1,199 $3.65
$4,376.35
_
_
Subtotal Street Improvements:
$22,145
2.00 Erosion Control Improvements
2.01
Bermuda Grass Sod
SY
118 $10.00
$1,178.89
Subtotal Erosion Control Improvements:
S1,179
SUBTOTAL CONSTRUCTION COST OF ADDITIONS (BRIDGEWOOD PHASE 1):
$23,324
1 of2
W. S. Phillips Parkway Improvements
MBESI No. 10530036
December 12, 2014
Item N Desch tion Unit Quantity Unit Price Total
W. S. PHILLIPS PARKWAY IMPROVE, MENTS—BRIDGEWOOD PHASE 1—DEDUCTIONS
1.00 Street Improvements
1.01
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY 467 $2.05
$957.35
1.02
Lime/Cement for Stabilized Subgradc
TN 8 $162.65
$1,301.20
1.03
8" Reinforced Concrete Pavement
Sy 414 $39.72
$16,430.84
1.04
4" Concrete Sidewalk 10' wide
SF 1,197 $3.65
$4.369.05
Subtotal Sheet Improvements:
$23,058
SUBTOTAL CONSTRUCTION COST OF DEDUCTIONS (BRIDGEWOOD PHASE 1):
$23,058
NET INCREASE IN CONSTRUCTION COSTS FOR W.S. PHILLIPS PARKWAY IMPROVEMENTS: $265
TOTAL CONSTRUCTION COST OF W.S. PHILLI:PS PARKWAY IMPROVEMENTS: $107,049
City Incurred Costs — Installation of new power poles along WS Phillips Parkway (2 poles @ $10,000/EA). $20,000
TOTAL ESTIMATED PROJECT COST: $127,049
Notes:
1. The above construction estimate is based on the engineer's opinion of probable construction costs. This estimate constitutes our best
judgment at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which
inflation may affect project costs between now and the bid date, During construction, additional features may become apparent as the work
progresses, which could result in an increase or decrease in construction cost.
2. Final Construction Costs will be based upon change order to be agreed upon by Contractor, Owner, and the City of College Station.
}
a. rowne, Jr., P.1 ., CFM ate
McClure & Browne Engineeringl5u (9X-9 Inc.
Firm Reg. No. F-458
2 of 2
OFT a pp
J. DALE BROWNE, JR.
„v ................
' y, �81890�r
LETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
DATE: August 20, 2016
RE: COMPLETION OF Brldg9woed chase 1
aCs Development Portion
PropmBd Street, UIRItles and Qwntlan Faelllty In provgmants
bear air
_.. _.
The purpose of our letter Is to request that the following listed Improvements be
approved and accepted as being cdnatructed under City Inepedion and completed
according to plans and spedfications as approved and required by the City of College
Station, Texas. This approval and acceptance by the City is requested In .order that we
may finalize any subcontracts and to affirm their warranty on the work. This approval
and acceptance by the City of the Improvements listed below does hereby void the letter
of guarantee for the listed Improvements on the above referenced project,
The one-year warranty Is hereby aff wd and agreed to by Brazos_Paying, tnc.
and by their stimnbactois as indicated by signatures below,
Publlc-9#ve+sIS1dewalks
Drainage Facilitlaes
Owner: BCS Development Co.
Phone Number: 979-690-1222
Addross:409U State
Signs;
WARRAN1 YMATE
at+t. a t~^1 �1r+�111 tr
August 3, 2015
August 3, 201& --
Cbntmotor: Brazoa Paving, Inc.
Phone Number; 979-690-1222
Address: P.O. Box 714
Bryan, Texas 77806
Signature:
ACCEPTANCE & APPROVAL
City R$ptative
.� Vol 121e-lk
��Wfwiii iiiiiiiiiiiiiin PLED
y Lunglneqr VIA V r e JAXW ► 1=
r aWwd IMM Z 011ft1r1 am I fwiiim
Engineer's Preliminary Opinion of Probable Project Costs
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item #
Description _
Unit
Quantity
Unit Price
Total
BREWSTER DRIVE IMPROVEMENTS
1.00 Site Preparation
1.01
Mobilization
LS
1.0
$15,000.00
$15,000.00
1.02
Clearing and Grubbing
Ac.
7.9
$5,500.00
$43,450.00
Site Preparation Subtotal:
S58,450.00
2.00 Paving Construction - Brewster Drive
2,01
Earthwork (Cut: ±10,400 CY /Fill: t1,980 CY)
LS
1
$80,220.00
$80,220,00
2.02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
9,329
$3.25
$30,319.25
2.03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
530
$3.50
$1,855.00
2,04
Lime/Cement for Stabilized Subgrade
TN
113
$150,00
$16,950.00
2.05
8" Crushed Limestone Base (Initial coarse under curbs.)
SY
6,671
$13.50
$90,058.50
2.06
2" HMAC Surface Course (including prime coat)
SY
6,671
$11.25
$75,048.75
2,07
Concrete Curb and Gutter (all types)
LF
3,1 t 6
$10,50
$32,718.00
2,08
6" Reinforced Concrete Pavement
SY
741
$40.00
$29,640.00
2:09
8" Reinforced Concrete Pavement
SY
831
$46.00
$38,226.00
2.10
4" Concrete Sidewalk (10' wide and 6' wide)
SF
20,825
$3.75
$78,093:75
2,11
TAC/ADA Ramp w/Truncated Domes and Contrasting Color
EA
14
$1,000.00
$14,000.00
2,12
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
2
$750..00
$1,500,00
2. t3
4" PVC Conduit (Irrigation/Cable/TV)
LF
1,905
$12.00
$22,860.00
2.14
Pavement Striping and Marking
LS
1
$6,500.00
$6,500.00
115
"Street Name" Signs and Post
EA
1
$450.00
$450.00
Paving
Subtotal:
S518,439.25
3.00 Drainage System Improvements
3.01
18" RCP, CL Ill (0 - 5' Cut, Str. Backfill)
LF
258
$40.00
$10,320.00
3.02
24" RCP, CL III (0 - 5' Cut, Str. Backfill)
LF
682
$55.00
$37,510.00
3.03
24" RCP, CL Ill (8'- 10' Cut, Str, Backfill)
LF
24
$65.00
$1,560.00
3,03
30" RCP, CL IV (0 - 5' Cut, Str. Backfill)
LF
281
$85.00
$23,885.00
3,04
36" RCP, CL 111(10' - 12' Cut, Str, Backfill)
LF
64
$100.00
$6,400,00
3,05
Trench Safety
LF
369
$2.00
$738.00
3.06
TV Inspection
LF
1,309
$3.00
$3,927.00
3.07
Standard 5' Recessed Inlet
EA
7
$3,500.00
$24,500.00
3.08
Standard Junction Box (3.5' x 3,T)
EA
1
$3,250.00
$3,250.00
3.09
Standard Junction Box (T x 3')
EA
1
$3,000.00
$3,0000
3.10
6:1 Sloped End Treatment for 24" RCP,
EA
2
$900.00
$1,800-00
Drainage System Subtotal:
S116,890.00
4.00 Water System Improvements
4,01
8" AWWA C900, CL 200, PVC Water Line, Str, Backfill
LF
2,115
$38.00
$80,370.00
4.02
6" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
95
$35.00
$3,325.00
4.03
4" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
221
$25.00
$5,525.00
4.04
8" Gate Valve
EA
12
$1,150.00
$13,800.00
4.05
8" D.I. Cross
EA
1
$450.00
$450.00
4.06
8" x 6" D.1, Cross
EA
1
$400.00
$400.00
4.07
8" D.I. Tee
EA
1
$400.00
$400 00
4.08
8" x 6" D.I. Tee
EA
1
$400.00
$400.00
4.09
8" x 4" D.I, Tee
EA
3
$375.00
$ t,125 00
4.10
8" D.I. 45 deg. Bend
EA
7
$350,00
$2,450,00
4.11
8" D.I. 22.5 deg. Bend
EA
1
$350.00
$350.00
4.12
8" D.1.1 1.25 deg. Bend
EA
1
$350,00
$350.00
4.13
8" x 6" D.I. Reducer
EA
0
$300.00
$0.00
4-14
8" D.I. Plug
EA
2
$250.00
$500.00
4.15
8" D.I. Plug w/2" Tap
EA
2
$275.00
$550.00
4.16
8" Anchor Coupling
EA
9
$250.00
$2,250.00
4.17
6" Gate Valve
EA
4
$850.00
$3,400.00
4.18
6" D.I. 45 deg Bend
EA
4
$325.00
$1,300.00
4.19
6" D.I. Plug
EA
4
$225.00
$900.00
4.20
6" Anchor Coupling
EA
2
$225.00
$450.00
4,21
4" Gate Valve
EA
2
$650.00
$1,300.00
4.22
4" D.I. 45 deg. Bend
EA
6
$225.00
$1,350.00
4.23
4" Anchor Coupling
EA
2
$200,00
$400.00
4.24
4" D.I. Plug
EA
1
$200.00
$200.00
4.25
4" D.I. Plug w/2" Tap
EA
2
$225-00
$450.00
I of4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item 4
Description
Unit
Quantity Unit Price
Total
4.26
4.27
4.28
_
Fire Hydrant Assembly
2" Blow-offRiser
Air Release Valve
EA
EA
EA
I $3,S00,00
4 $1,200.00
1 $2,500.00
$3,500.00
$4,800,00
$2,500.00
Water System Subtotal:
$132,795.00
5.00 Miscellaneous
5.01
5,02
Traffic Control for Brewster Deceleration Lane
Saw cut and removal of Existing HMAC Pavement (t336 SF)
LS
LS
1 $2,500.00
1 $2,500.00
$2,500.00
$2,500.00
Subtotal Miscellaneous:
$5,000.00
6.00 Erosion Control Construction
6,01
Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1
$5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
6,02
Hydroseeding and Curlex CL Blanket
SY
5,643
$6.00
$33,858.00
6,03
Hydroseeding and Fibertnulch
SY
4,233
$1.25
$5,291.25
6.04
Silt Fence
LF
1,863
$3.00
$5,589.00
6.05
Inlet Protection
EA
7
$150.00
$1,050.00
6,06
Entrance/Exit
EA
1
$1,500.00
$1,500.00
Erosion Control Subtotal:
$52,288
Subtotal Construction Cost Brewster Drive:
$883,862.50
W. S. PHILLIPS PARKWAY AND BARRON CUT-OFF IMPROVEMENTS -BCSD
7.00 Site Preparation
7,01
Mobilization
LS
1.0
$7,500.00
$7,500,00
7.02
Clearing and Grubbing, Removal of fencing, etc.
Ac.
3.2
$5,500.00
$17,600.00
Subtotal Site Preparation:
$25,100.00
8.00 Paving Construction - Concrete Street
8,01
Earthwork (Cut: t1,960 CY /Fill: t1,1 10 CY)
LS
1
$21,750.00
$21,750.00
8,02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
642
$3.25
$2,086,50
8.03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
6,769
$3.50
$23,691,50
8,04
Lime/Cement for Stabilized Subgrade
TN
110
$150.00
$16,500.00
8.05
6" Crushed Limestone Base (Initial coarse under curbs.)
SY
642
$10.50
$6,741.00
8.06
2" HMAC Surface Course (including prime coat)
SY
517
$11.25
$5,816.25
8.07
8" Reinforced Concrete Pavement
SY
6,081
$46.00
$279,726.00
8.08
4" Concrete Sidewalk (W wide and 6' wide)
SF
14,820
$3.75
$55,575.00
8.09
TAC/ADA Ramp w/Truncated Domes and Contrasting Color
EA
6
$1,000.00
$6,000.00
8.1
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4
$750,00
$3,000.00
8,11
Pavement Striping and Marking
LS
1
$7,500,00
$7,500.00
8.12
"Street Name" Signs and Post
EA
3
$450.00
$1,350.00
Subtotal Paving Improvements:
$429,736
9.00 Drainage System Improvements
9,01
18" RCP, CL IV ( 0 - 5' Cut, Str, Backfill)
LF
52
$40.00
$2,080.00
9.02
24" RCP, CL III (0-S Cut, Str. Backfill)
LF
73
$55.00
$4,015.00
9.03
30" RCP, CL IV (0-5' Cut, Str. Backfill)
LF
14
$85.00
$I,I90.00
9X4
TV Inspection
LF
139
$3.00
$417,00
9.05
Standard 5' Recessed Inlet
EA
1
$3,500.00
$3,500.00
9.06
Standard 10' Recessed Inlet
EA
1
$4,000.00
$4,000.00
9.07
Triple Barrel 5' x T RBC (ASTM C-789)
LF
59
$450.00
$26,550.00
9.08
Parallel Headwalls for Triple Barrel 5' x T RBC
EA
I
$15,000.00
$15,000.00
M9
Drop Inlet
LS
1
$4,500.00
$4,500.00
9,1
Single Barrel 5' x 3' RBC (ASTM C-789)
LF
65
$150.00
$9,750,00
9.11
Parallel Headwalls for Single Barrel 5' x Y RBC
EA
2
$6,500.00
$13,000,00
9.12
Concrete Channel Liner
SY
146
$40.00
$5,840.00
9-t3
Pedestrian Guard Rail
LF
168
$120.00
$20,160.00
9.14
6:1 Sloped End Treatment for 18" RCP.
EA
2
$1,100.00
$2,200.00
_
Subtotal Drainage System Improvements:
$112,202
10.00 Water System Improvements
10.01
12" AWWA C900, CL 305 PVC, Water Line, Str, Backfill
LF
1,532
$46.00
$70,472.00
10,02
8" AWWA C900, CL 305 PVC, Water Line, Str. Backfill
LF
15
$38.00
$570.00
10.03
8" AWWA C900, CL 305 Restrained Joint PVC, Water Line
LF
67
$38.00
$2,546.00
10-04
12" Gate Valve
EA
3
$2,100,00
$6,300.00
10.05
12" x 8" D_I. Cross
EA
2
$1,000.00
$2,000.00
10.06
12" D.I-45 deg. Bend
EA
6
$750.00
$4,500.00
2 of4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item # Description
Unit
Quantity
Unit Price
Total
10.07 12" D.I.22.5 deg. Bend
EA
2
$750,00
$1,500.00
10.08 12" D.1. Plug w/2" Tap
EA
1
$650.00
$650.00
10.09 8" Gate Valve
EA
2
$1,150.00
$2,300.00
10.10 8" D.I. 45 deg. Bend
EA
2
$350.00
$700.00
10.11 8" D.I. Plug
EA
2
$250.00
$500.00
10..12 8" D.I. Plug w/2" Tap
EA
1
$275.00
$275.00
10.13 8" Anchor Coupling
EA
4
$250.00
$1,000.00
10-14 2" Blow -off Riser
EA
2
$1,200.00
$2,400.00
10.14 16" Steel Encasement
LF
60
$60.00
$3,600,00
Subtotal Waters
stem:
$99,313
11.00 Miscellaneous Construction
11.01 Removal of existing Pavement (Barron Cut-off Road)
SY
1,796
$5.00
$8,980,00
11.02 Removal of existing Barbed Wire Fence
LF
680
$2.00
$1,360.00
1 1 03 Removal of Existing Gravel Driveways and existing culvert at Barron Cut-off
LS
1
$2,500.00
$2,500.00
Intersection.
Subtotal Miscellaneous:
$12,840
12.00 Erosion Control Construction
12,01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1
$5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
12.02 Hydroseeding and Fibermulch
SY
6,355
$1.25
$7,943.75
12.03 Silt Fence
LF
1,089
$3.00
$3,267,00
12.04 Inlet Protection
EA
2
$150.00
$300.00
12.05 Entrance/Exit
EA
1
$1.500.00
$1,500.00
Erosion Control Subtotal:
$18,011
TOTAL CONSTRUCTION COST
OF W.
S. PHILLIPS PARKWAY:
S697,202
DETENTION FACILITY IMPROVEMENTS
13.00 Site Pre aralIR11
13.01 Mobilization
LS
1 $7,500.00
$7,500.00
13,02 Clearing and Grubbing
Ac,
4.4 $5,500.00
$24,200.00
Subtotal Site Preparation:
$31 700.00
14.00 Detention Pond Improvements
TO Earthwork (Cut: ±24,052 CY /Fill: t2,1 16 CY)
LS
1 $163,356.00
$163,356
7.02 Concrete Retaining Wall
LF
1,64t $100.00
$164,100.00
7.03 Turf Reinforcements Mat
SY
1,372 $12.50
$17,150,00
7.04 Low Flow Channel
LF
243 $25.00
$6,075.00
7.05 Stone R.ipra (12" dia.)
LF
306 $80,00
$24,480.00
Subtotal Detention Pond Improvements:
$375 161.00
15.00 Erosion Control Construction
15.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record LS
1 $5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
15.02 H droseedingand Fibermulch
SY
19,975 $1.25
$24,968.75
Erosion Control Subtotal:
$29,969
SUBTOTAL
DETENTION FACILITY:
$436,830
TOTAL CONSTRUCTION
BCS DEVELOPMENT:
$2,017,894
W. S. PHILLIPS PARKWAY IMPROVEMENTS - CSISD
16.00 Site Preparation
16.01 Mobilization
LS
1
$10,000.00
$10,000.00
16,02 Clearing and Grubbing,Removal of fencin etc.
Ac.
1.4
$5,500.00
$7,700.00
Subtotal Site Preparation:
$17 700.00
17.00 Paving Construction - Concrete Street
17,01 Earthwork (Cut: f1,525 CY /Fill: ±586 CY)
LS
1
$14,424.00
$14,424.00
17.02 8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
4,466
$3.50
$15,631.00
17.03 Lime/Cement for Stabilized Subgrade
TN
68
$150,00
$10,200,00
I T04 8" Reinforced Concrete Pavement
SY
4,050
$46.00
$186,300.00
17.05 TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4
$750.00
$3,000.00
17.06 Pavement Striping and Markin
LS
1
$7.500.00
$7,500.00
Subtotal -Paving Improvements:
$237055
3 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item # Descri t
18.00 Drainage System Improvements
Unit Quantitv Unit Price Total
18.01 24" RCP, CL III (0- 5' Cut, Str. Backfill)
LF
321
$55.00
$17,655.00
18.02 30" RCP, CL IV (0' - 5' Cut, Str. Backfill)
LF
349
$85.00
$29,665.00
18.03 TV Inspection
LF
670
$3.00
$2,010.00
18.04 Standard 15' Recessed Inlet
EA
2
$4,000 00
$8,000.00
18,05 Tempora Plug for 24" RCP
EA
1
$250,00
$250,00
Subtotal Drainage
System Im rovements;
$57,580
19.00 Water System Improvements
19.01 12" AWWA C900, CL 235 PVC, Water Line, Str Backfill
LF
816
$46.00
$37,536,00
19.02 12" Gate Valve
EA
4
$2,100,00
$8,400.00
19.03 12" x 8" D.I. Tee
EA
3
$950.00
$2,850.00
19.04 12" D.I,45 deg. Bend
EA
4
$750.00
$3,000.00
19.05 8" Gate Valve
EA
2
$1,150.00
$2,300.00
19.06 8" D.I. Plug
EA
2
$250,00
$500,00
19.07 8" x 13" Anchor Coupling
EA
2
$250.00
$500.00
19.08 Connection to existing waterline.
LS
1
$750.00
$750.00
Subtotal Water Svstem:
$55,836
20.00 Erosion Control Construction
20.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $4,500.00
$4,500,00
keeping, grass seeding, and cleanup)
20.02 Hydroseeding and Fibermulch
SY
3,453 $1,25
$4,316.25
20.03 Silt Fence
LF
782 $3,00
$2,346.00
20.04 Inlet Protection
EA
2 $150.00
$300.00
20.05 Entrance/Exit
EA
1 $1,500.00
$1,500.00
Erosion Control Subtotal:
$12,962
TOTAL CONSTRUCTION COST CSISD: $381,133
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our best
judgment at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which
inflation may affect project costs between now and the bid date. During construction, additional features may become apparent as the work
progresses, which could result in an increase or decrease in project cost.
LkiEr Browne, Jr., P.E., CFM
McClure & Browne EngincLringISurvcyi nc.
Firm Reg No F-458
• : • •yam Olt 1\
J. DALE BROWNE, JR.
81890 ; e
11�.`rs►OlUnt_ �O�
4 of 4
LETTER OF COMPLETION
CITY ENGINEER
CITY OF CIOLLECE STATION
COLLEGE STATION, TEXAS
DATE-, June 4, 20'15
RE: COMPLETION OF Bridgewaod Phase:.1 _
Proposed Wraet, Utllltles and Detentlon Feollity Improvements
Dear Sir:
The purpose of out letter Is to request that the following listed Improvementa be
approved and accepted as being constructed under City inspection and compietod
scoording to plans and specifications as approved and required by the City of College
Station, Texas. This approval and acceptance by the City Is requested In .order that we
may finalize any subcontracts and to affirm their warranty on the work. This approval
and acceptance by the City of the. improvements listed below does hereby void the letter
of guarantee for the listed Improvements on the above referenced project.
The one-year warranty Is hereby affirmed and agreed to by Bra�as Pavinq, And by by their subcontractors as IndicaEed by Wonatutes below,
WORK COMPLETED
Streets
Water Improvements
Owner: BCS Development Co.
Phone Number: 979-590-1227
Address: 4.0.90 State .Highw_ay 6 S
collecle Texas 77845
Signature:
E T CE PPROVAL
taliCi#y cn
I--.
L ty �i�c]In�or
ROV18ed IM107
WARRANTY DATE
June 4, 2015
June 4, 2015
Contractor: Brazo$ Paving, Inc,
Phone Number: 979=690-1222:
Address: P.Q. Box 714
Bryan, Texas 77806
ftoaturc.,:
PLATFILED ,
1Q OFFSITE ESMTS FILED
IA TEMP BLANKET ESMT RM
NO OTHER ESMTS NEEDED
Engineer's Preliminary Opinion of Probable Project Costs
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item # Description _ Unit Quantity Unit Price Total
BREWSTER DRIVE IMPROVEMENTS
1.00 Site Preparation
1.01 Mobilization LS 1.0 $15,000.00 $15,000.00
L02 Clearing and Grubbing Ac. 7.9 $5,500.00 $43,450.00
Site Preparation Subtotal: $58,450.00
2.00 Paving Construction - Brewster Drive
2.01
Earthwork (Cut: ±10,400 CY /Fill: t1,980 CY)
LS
1
$80,220.00
$80,220.00
2,02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
9,329
$3.25
$30,319.25
2,03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
530
$3.50
$1,855.00
2.04
Lime/Cement for Stabilized Subgrade
TN
113
$150.00
$16,950.00
2,05
8" Crushed Limestone Base (Initial coarse under curbs.)
SY
6,671
$13.50
$90,058.50
2.06
2" HMAC Surface Course (including prime coat)
SY
6,671
$1 l_25
$75,048.75
2.07
Concrete Curb and Gutter (all types)
LF
3,116
$10.50
$32,718.00
2,08
6" Reinforced Concrete Pavement
SY
741
$40.00
$29,640.00
2,09
8" Reinforced Concrete Pavement
SY
831
$46.00
$38,226.00
2,10
4" Concrete Sidewalk (10' wide and 6wide)
SF
20,825
$3.75
$78,093.75
2.11
TAC/ADA Ramp w/Truncated Domes and Contrasting Color
EA
14
$1,000.00
$14,000.00
2.12
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
2
$750.00
$1,500.00
2.13
4" PVC Conduit (Irrigation/Cable/TV)
LF
1,905
$12.00
$22,860.00
2.14
Pavement Striping and Marking
LS
1
$6,500.00
$6,500.00
2.15
"Street Name" Signs and Post
EA
1
$450.00
$450.00
Paving
Subtotal:
S518,439.25
3.00 Drainage System Improvements
3,01
18" RCP, CL III (0- 5' Cut, Str. Backfill)
LF
258
$40.00
$10,320A0
3,02
24" RCP, CL III (0 - 5' Cut, Str. Backfill)
LF
682
$55.00
$37,510.00
3.03
24" RCP, CL III (8'- 10' Cut, Str. Backfill)
LF
24
$65.00
$1,560.00
3.03
30" RCP, CL IV (0 - 5' Cut, Str. Backfill)
LF
281
$85.00
$23,885.00
3.04
36" RCP, CL III (10' - 12' Cut, Str, Backfill)
LF
64
$100.00
$6,400.00
3.05
Trench Safety
LF
369
$2.00
$738.00
3.06
TV Inspection
LF
1,309
$3.00
$3,927,00
3.07
Standard 5' Recessed Inlet
EA
7
$3,500.00
$24,500.00
3.08
Standard Junction Box (3;5' x 3.5')
EA
1
$3,250.00
$3,250.00
3.09
Standard Junction Box (T x T)
EA
1
$3,000.00
$3,000.00
3.10
6: l Sloped End Treatment for 24" RCP..
EA
2
$900.00
$1,800.00
Drainage System Subtotal:
$116,890.00
4.00 Water System Improvements
4.01
8" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
2,115
$38.00
$80,370.00
4.02
6" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
95
$35.00
$3,325.00
4.03
4" AWWA C900, CL 200, PVC Water Line, Str, Backfill
LF
221
$25.00
$5,525.00
4.04
8" Gate Valve
EA
12
$1,150.00
$13,800.00
4.05
8" D:I. Cross
EA
1
$450.00
$450.00
4.06
8" x 6" D.I. Cross
EA
1
$400.00
$400.00
4.07
8" D.I. Tee
EA
1
$400-00
$400.00
4.08
8" x 6" D.1. Tee
EA
1
$400.00
$400.00
4.09
8" x 4" D.1, Tee
EA
3
$375.00
$1,125.00
4, 10
8" D.I. 45 deg. Bend
EA
7
$350.00
$2,450.00
4.11
8" D.I. 22.5 deg. Bend
EA
1
$350.00
$350.00
4.12
8" D.I,11,25 deg. Bend
EA
1
$350.00
$350.00
4.13
8" x 6" D.I. Reducer
EA
0
$300.00
$0.00
4.14
8" D.I. Plug
EA
2
$250.00
$500,00
4.15
8" D.I. Plug w/2" Tap
EA
2
$275.00
$550.00
4.16
8" Anchor Coupling
EA
9
$250.00
$2,250,00
4.17
6" Gate Valve
EA
4
$850.00
$3,400.00
4.18
6" D.I,.45 deg Bend
EA
4
$325.00
$1,300.00
4.19
6" D.I, Plug
EA
4
$225.00
$900.00
4.20
6" Anchor Coupling
EA
2
$225.00
$450.00
4.21
4" Gate Valve
EA
2
$650.00
$1,300.00
4.22
4" D.I. 45 deg. Bend
EA
6
$225.00
$1,350.00
4.23
4" Anchor Coupling
EA
2
$200.00
$400.00
4.24
4" D.I. Plug
EA
1
$200.00
$200.00
4.25
4" D.I. Plug w/2" Tap
EA
2
$225.00
$450,00
1 of4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item #
Description
Unit
Quantity Unit Price
Total
4.26
Fire Hydrant Assembly
EA
1 $3,500.00
$3,500-00
4.27
2" Blow -off Riser
EA
4 $1,200.00
$4,800.00
4.28
Air Release Valve
EA
1 $2,500-00
$2,500.00
Water System Subtotal:
$132 795.00
5.00 Miscellaneous
5.01
Traffic Control for Brewster Deceleration Lane
LS
1 $2,500.00
$2,500,00
5.02
Saw cut and removal of Existing HMAC Pavement (t336 SF)
LS
1 $2,500.00
$2,500.00
Subtotal Miscellaneous:
$5,000.00
6.00 Erosion
Control Construction
6,01
Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
6,02
Hydroseeding and Curlex CL Blanket
SY
5,643 $6.00
$33,858.00
6.03
Hydroseeding and Fibermulch
SY
4,233 $1.25
$5,291.25
6.04
Silt Fence
LF
1,863 $3.00
$5,589,00
&05
Inlet Protection
EA
7 $150A0
$1,050.00
6.06
Entrance/Exit
EA
1 $1,500.00
$1,500,00
Erosion Control Subtotal:
$52,288
Subtotal Construction Cost Brewster Drive: $883,862.50
W. S. PHILLIPS PARKWAY AND BARRON CUT-OFF IMPROVEMENTS - BCSD
7.00 Site Preparation
7.01
Mobilization
LS
I.0
$7,500.00
$7,50000
7.02
Clearing and Grubbing, Removal of fencin , etc.
Ac.
3.2
$5,500.00
$17,600.00
Subtotal Site Preparation:
$25,100.00
8.00 Paving Construction - Concrete Street
8.01
Earthwork (Cut: t1,960 CY /Fill: t1,110 CY)
LS
1
$21,750.00
$21,750.00
8.02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
642
$3.25
$2,086.50
8.03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
6,769
$3.50
$23,691.50
8,04
Lime/Cement for Stabilized Subgrade
TN
110
$150.00
$16,500.00
8.05
6" Crushed Limestone Base (initial coarse under curbs.)
SY
642
$10.50
$6,741.00
8.06
2" HMAC Surface Course (including prime coat)
SY
517
$11.25
$5,816,25
8.07
8" Reinforced Concrete Pavement
SY
6,081
$46.00
$279,726,00
8.08
4" Concrete Sidewalk (10' wide and 6' wide)
SF
14,820
$3.75
$55,575.00
8.09
TAC/ADA Ramp w/Truncated Domes and Contrasting Color
EA
6
$1,000.00
$6,000.00
8.1
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4
$750.00
$3,000.00
8.11
Pavement Striping and Marking
LS
1
$7,500.00
$7,500.00
8.12
"Street Name" Signs and Post
EA
3
$450.00
$1,350-00
Subtotal Paving Improvements:
S429,736
9.00 Drainage System Improvements
9.01 18" RCP, CL IV ( 0 - 5' Cut, Str. Backfill)
LF
52
$40.00
$2,080.00
9.02 24" RCP, CL III (0 - 5' Cut, Str. Backfill)
LF
73
$55.00
$4,015.00
9.03 30" RCP, CL IV (0 - 5' Cut, Str. Backfill)
LF
14
$85.00
$1,190.00
9.04 TV Inspection
LF
139
$3.00
$417.00
0.05 Standard 5' Recessed Inlet
EA
1
$3,500.00
$3,500.00
9.06 Standard 10' Recessed Inlet
EA
1
$4,000.00
$4,000-00
9.07 Triple Barrel 5' x 3' RBC (ASTM C-789)
LF
59
$450.00
$26,550.00
9,08 Parallel Headwalls for Triple Barrel 5' x 3' RBC
EA
1
$15,000.00
$15,000-00
9.09 Drop Inlet
LS
1
$4,500.00
$4,500.00
9,1 Single Barrel 5' x T RBC (ASTM C-789)
LF
65
$150.00
$9,750.00
9.11 Parallel Headwalls for Single Barrel 5' x 3' RBC
EA
2
$6,500.00
$13,000.00
9,12 Concrete Channel Liner
SY
146
$40.00
$5,840.00
9.13 Pedestrian Guard Rail
LF
168
$120,00
$20,160,00
9.14 6:1 Sloped End Treatment for 18" RCP;
EA
2
$1,100.00
$2 200.00
Subtotal Drahwgc
System Improvements:
$112,202
10.00 Water System Improvements
10.01 12" AWWA C900, CL 305 PVC, Water Line, Str. Backfill
LF
1,532
$46.00
$70,472.00
10.02 8" AWWA C900, CL 305 PVC, Water Line, Str. Backfill
LF
15
$38.00
$570.00
10.03 8" AWWA C900, CL 305 Restrained Joint PVC, Water Line
LF
67
$38.00
$2,546.00
10.04 12" Gate Valve
EA
3
$2,100.00
$6,300.00
10,05 12" x 8" D.I. Cross
EA
2
$1,000.00
$2,000.00
10.06 12" D.1.45 deg. Bend
EA
6
$750.00
$4,500.00
2 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item # Description
Unit
Quanti
Unit Price
Total
10,07 12" D.I. 22.5 deg. Bend
EA
2
$750.00
$1,500.00
10.08 12" D.I. Plug w/2" Tap
EA
1
$650.00
$650.00
10.09 8" Gate Valve
EA
2
$1,150.00
$2,300.00
10.10 8" D.1. 45 deg. Bend
EA
2
$350.00
$700.00
10,11 8" D.1. Plug
EA
2
$250.00
$500.00
10.12 8" D.1. Plug w/2" Tap
EA
1
$275.00
$275.00
10.13 8" Anchor Coupling
EA
4
$250.00
$1,000.00
10,14 2" Blow -off Riser
EA
2
$1,200.00
$2,400.00
10-14 16" Steel Encasement
LF
60
$60-00
$3,600.00
Subtotal Water
System:
$99,313
11.00 Miscellaneous Construction
11.01 Removal of existing Pavement (Barron Cut-off Road)
SY
1,796 $5.00
$8,980.00
11.02 Removal of existing Barbed Wire Fence
LF
680 $2.00
$1,360.00
11.03 Removal of Existing Gravel Driveways and existing culvert at Barron Cut-off
LS
I $2,500.00
$2,500.00
Intersection.
Subtotal Miscellaneous:
$12,840
12.00 Erosion Control Construction
12.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
12.02 Hydroseeding and Fibermulch
SY
6,355 $1.25
$7,943.75
12.03 Silt Fence
LF
1,089 $3.00
$3,267.00
12.04 Inlet Protection
EA
2 $150,00
$300-00
12.05 Entrance/Exit
EA
1 $ l 500.00
$1,500-00
Erosion Control Subtotal:
S18,011
TOTAL CONSTRUCTION COST OF W. S. PHILLIPS PARKWAY:
S697,202
DETENTION FACILITY IMPROVEMENTS
13.00 Site Preparation
13.01 Mobilization
LS
1 $7,500.00
$7,500.00
13.02 Clearing and Grubbing
Ac.
4.4 $5,500.00
$24,200.00
Subtotal Site Preparation:
$31 700.00
14.00 Detention Pond Improvements
7.01 Earthwork (Cut: ±24,052 CY /Fill: t2,116 CY)
LS
1 $163,356.00
$163,356
7.02 Concrete Retaining Wall
LF
1,641 $100-00
$164,100.00
7-03 Turf Reinforcements Mat
SY
1,372 $12-50
$17,150.00
7.04 Low Flow Channel
LF
243 $25.00
$6,075.00
7.05 Stone Ri ra (12" dia,)
LF
306 $80.00
$24,480.00
Subtotal Detention Pond Improvements:
$375,161.00
15.00 Erosion Control Construction
15.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
15.02 Hydroseeding and Fibermulch
SY
19,975 $1.25
$24,968.75
Erosion Control Subtotal:
$29,969
SUBTOTAL DETENTION FACILITY:
$436,830
TOTAL CONSTRUCTION
BCS DEVELOPMENT:
$2,017,894
W. S. PHILLIPS PARKWAY IMPROVEMENTS -CSISD
16.00 Site Preparation
16.01 Mobilization
LS
1 $10,000.00
$10,000.00
16,02 Clearing and Grubbing, Removal of fencing,etc.
Ac,
1 A $5,500.00
$7,700.00
Subtotal Site Pre aration:
$17,700.00
17.00 Paving Construction - Concrete Street
17,01 Earthwork (Cut: t1,525 CY /Fill: ±586 CY)
LS
1 $14,424.00
$14,424.00
17,02 8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
4,466 $3.50
$15,631.00
17.03 Lime/Cement for Stabilized Subgrade
TN
68 $150.00
$10,200.00
17.04 8" Reinforced Concrete Pavement
SY
4,050 $46.00
$186,300.00
17.05 TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4 $750.00
$3,000.00
17.06 Pavement Striping and Markin
LS
l $7,500.00
$7,500,00
Subtotal Paving Improvements:
$237,055
3 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 1, 2014
Item # Description
Unit
Quantity
Unit Price
Total
_
18.00 Drainage System Improvements
18.01 24" RCP, CL III (0 - 5' Cut, Str. Backfil I)
LF
321
$55,00
$17,655.00
18.02 30" RCP, CL IV (0' - 5' Cut, Str. Backfill)
LF
349
$85,00
$29,665.00
18.03 TV Inspection
LF
670
$3.00
$2,010.00
18.04 Standard 15' Recessed Inlet
EA
2
$4,000.00
$8,000.00
18.05 Temporary Plug for 24" RCP
EA
1
$250.00
$250.00
Subtotal Drainage System Improvements:
$57,580
19.00 Water System Improvements
19.01 12" AWWA C900, CL 235 PVC, Water Line, Str. Backfill
LF
816
$46.00
$37,536.00
19.02 12" Gate Valve
EA
4
$2,100.00
$8,400.00
19.03 12" x 8" D.I, Tee
EA
3
$950.00
$2,850.00
19.04 12" D.I.45 deg. Bend
EA
4
$750.00
$3,000.00
19.05 8" Gate Valve
EA
2
$1,150.00
$2,300,00
19.06 8" D.I, Plug
EA
2
$250,00
$500.00
19.07 8" x 13" Anchor Coupling
EA
2
$250.00
$500.00
19.08 Connection to existing waterline.
LS
1
$750.00
$750.00
Subtotal Water System:
$55,836
20.00 Erosion Control Construction
20.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1
$4,500.00
$4,500.00
keeping, grass seeding, and cleanup)
20.02 Hydroseeding and Fibermulch
SY
3,453
$1.25
$4,316.25
20.03 Silt Fence
LF
782
$3.00
$2,346.00
20.04 Inlet Protection
EA
2
$150.00
$300.00
20-05 Entrance/Exit
EA
1
$1,500-00
$1,500.00
Erosion Control Subtotal:
$12,962
TOTAL CONSTRUCTION COST CSISD: $381,133
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our best
judgment at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which
inflation may affect project costs between now and the bid date. During construction, additional features may become apparent as the work
progresses, which could result in an increase or decrease in project cost.
Dale Browne, Jr, RE, CFM
McClure & Browne Lingincerino, urveyi nc
Firm Reg. No. F-458
+lkleOrr r 1
J. DALE BROWNE, JR.
81890
4 of 4
r'f " (3
LETTER OF COMPLETION
CITY ENGINEER DATE: ' Z 2- Jc'P1.\ Z'v I7
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
RE: COMPLETION OF I3I•ZI Dr.. yi wp S/9 P{ 1
Dear Sir:
The purpose of our letter is to request that the following listed improvements be
approved and accepted as being constructed under City inspection and completed
according to plans and specifications as approved and required by the City of College
Station, Texas. This approval and acceptance by the City is requested in order that we
may finalize any subcontracts and to affirm their warranty on the work. This approval
and acceptance by the City of the improvements listed below does hereby void the letter
of guarantee for the listed improvements on the above referenced project.
The one-year warranty is hereby affirmed and agreed to by ;tea FK I S
and by their subcontractors as indicated by signatures below
WORK COMPLETED WARRANTY DATE
_PQ19 L,C_ S-t- 22 —3—U M Zo rS
QaL
PA�UC_ `n i c L, ►i F
Owner:
Phone Number: R79 (014- 5660
Address: 200o Gc>EL�rH�
7 (--666 5T*T/ o /\l I E]< A-S
EMIESMA
Signature: /.
C ANCE & APPROVAL
City ]]]Repre nt live
City Engineer
Revised IM,07
Zz J1)ki ZO(�
Contractor: ,oeoAc> &,n.raA CJDA4.PL�*, I_TA
Phone Number: S%Z-6120. n33 g
Address: l 1 Soc>�
v�►�;r� 'Tn S7 5'U
Signatur
PLAT FILED
-W,d_OFFSrrE ES S FILED
TEMP BLANKET ESMT FILED
NO OTHER ESMTS NEEDED
Engineer's Preliminary Opinion of Probable Project Costs
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 8, 2014
Item #
Descri tion
Unit
Quantity
Unit Price
Total
BREWSTER DRIVE IMPROVEMENTS
1.00 Site Preparation
1,01
Mobilization
LS
1,0
$15,000.00
$15,000.00
1.02
Clearing and Grubbing
Ac.
7.9
$5,500.00
$43,450.00
Site Preparation
Subtotal:
$58,450.00
2.00 Paving Construction - Brewster Drive
2,01
Earthwork (Cut: ±10,400 CY /Fill: t1,980 CY)
LS
1
$80,220.00
$80,220.00
2.02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
9,329
$3.25
$30,319 25
2.03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
530
$3.50
$1,855.00
2.04
Lime/Cement for Stabilized Subgrade
TN
113
$150.00
$16,950.00
2,05
8" Crushed Limestone Base (Initial coarse under curbs.)
SY
6,671
$13.50
$90,058,50
2.06
2" HMAC Surface Course (including prime coat)
SY
6,671
$1 1.25
$75,048.75
2.07
Concrete Curb and Gutter (all types)
LF
3,116
$10.50
$32,718.00
2,08
6" Reinforced Concrete Pavement
SY
741
$40.00
$29,640.00
2.09
8" Reinforced Concrete Pavement
SY
831
$46.00
$38,226.00
2,10
4" Concrete Sidewalk (10' wide and 6' wide)
SF
20,825
$3.75
$78,093.75
2.11
TAC/ADA Ramp w/Truncated Domes and Contrasting Color
EA
14
$1,000.00
$14,000.00
2,12
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
2
$750:00
$1,500.00
2, t3
4" PVC Conduit (Irrigation/Cable/TV)
LF
1,905
$12.00
$22,860A
2.14
Pavement Striping and Marking
LS
1
$6,500.00
$6,500-00
2.15
"Street Name" Signs and Post
EA
1
$450.00
$450.00
Paving
Subtotal:
$.518.439.25
3.00 Drainage System Improvements
3.01
18" RCP, CL III (0- 5' Cut, Str. Backfill)
LF
258
$40.00
$10,320.00
3.02
24" RCP, CL III (0 - 5' Cut, Str. Backfill)
LF
682
$55,00
$37,510.00
3.03
24" RCP, CL III (8'- 10' Cut, Str. Backfill)
LF
24
$65.00
$1,560.00
3.03
30" RCP, CL IV (0 - 5' Cut, Str. Backfill)
LF
281
$85.00
$23,885.00
3.04
36" RCP, CL III (10' - 12' Cut, Str. Backfill)
LF
64
$100.00
$6,400.00
3.05
Trench Safety
LF
369
$2.00
$738.00
3.06
TV Inspection
LF
1,309
$3.00
$3,927.00
3.07
Standard 5' Recessed Inlet
EA
7
$3,500,00
$24,500.00
3.08
Standard Junction Box (3.5' x 3.5')
EA
1
$3,250.00
$3,250.00
3.09
Standard Junction Box (3' x 3')
EA
1
$3,000.00
$3,000.00
3.10
6:1 Sloped End Treatment for 24" RCP.
EA
2
$900..00
$1,800-00
Drainage Svstem Subtotal:
$116,890.00
4.00 Water System Improvements
4.01
8" AWWA C900, CL 200, PVC Water Line, Str, Backfill
LF
2,115
$38.00
$80,370.00
4.02
6" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
95
$35.00
$3,325.00
4.03
4" AWWA C900, CL 200, PVC Water Line, Str. Backfill
LF
221
$25.00
$5,525.00
4.04
8" Gate Valve
EA
12
$1,150.00
$13,800.00
4,05
8" D,I, Cross
EA
1
$450,00
$450.00
4.06
8" x 6" D.I. Cross
EA
1
$400.00
$400-00
4.07
8" D.I. Tee
EA
1
$400.00
$400.00
4.08
8" x 6" D.I. Tee
EA
1
$400-00
$400.00
4,09
8" x 4" D.I. Tee
EA
3
$375.00
$1,125.00
4.10
8" D.I. 45 deg. Bend
EA
7
$350.00
$2,450.00
4.11
8" D.I. 22.5 deg. Bend
EA
1
$350.00
$350.00
4.12
8" D.I. 11.25 deg. Bend
EA
1
$350.00
$350.00
4,13
8" x 6" D.I. Reducer
EA
0
$300.00
$0.00
4.14
8" D.I. Plug
EA
2
$250.00
$500.00
4.15
8" D,I. Plug w/2" Tap
EA
2
$275.00
$550-00
4.16
8" Anchor Coupl ing
EA
9
$250.00
$2,250.00
4.17
6" Gate Valve
EA
4
$850.00
$3,400.00
4.18
6" D.I. 45 deg Bend
EA
4
$325.00
$1,300.00
4.19
6" D.I. Plug
EA
4
$225.00
$900.00
4.20
6" Anchor Coupling
EA
2
$225.00
$450.00
4.21
4" Gate Valve
EA
2
$650.00
$1,300.00
4.22
4" D.I. 45 deg. Bend
EA
6
$225.00
$1,350.00
4,23
4" Anchor Coupling
EA
2
$200.00
$400.00
4.24
4" D.I. Plug
EA
1
$200,00
$200,00
4.25
4" D.I. Plug w/2" Tap
EA
2
$225.00
$450.00
I of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 8, 2014
Item #
Description
Unit
Quantity
Unit Price
Total
4.26
Fire Hydrant Assembly
EA
1
$3,500.00
$3,500.00
4.27
2" Blow -off Riser
EA
4
$1,200.00
$4,800,00
4,28
Air Release Valve
EA
1
$2,500.00
$2j00,00
Water System Subtotal:
$132,795.00
5.00 Miscellaneous
5.01
Traffic Control for Brewster Deceleration Lane
LS
1
$2,500.00
$2,500.00
5.02
Saw cut and removal of Existing HMAC Pavement (t336 SF)
LS
1
$2,500.00
$2,500.00
Subtotal Miscellaneous:
$5,000.00
6.00 Erosion Control Construction
6.01
Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1
$5,000.00
$5,000,00
keeping, grass seeding, and cleanup)
6.02
Hydroseeding and Curlex CL Blanket
SY
5,643
$6.00
$33,858.00
6;03
Hydroseeding and Fibermulch
SY
4,233
$1,25
$5,291.25
6,04
Silt Fence
LF
1,863
$3.00
$5,589.00
6.05
Inlet Protection
EA
7
$150.00
$1,050.00
6,06
Entrance/Exit
EA
1
$1,500.00
$1,500.00
Erosion Control Subtotal:
$52,288
Subtotal Construction Cost Brewster Drive:
$883,862.50
W. S. PHILLIPS PARKWAY AND BARRON CUT-OFF IMPROVEMENTS -
BCSD
7.00 Site Preparation
7.01
Mobilization
LS
1-0
$7,500.00
$7,500.00
7.02
Clearing and Grubbing, Removal of fencing, etc.
Ac.
3.2
$5,500.00
$17,600.00
Subtotal Site Preparation:
$25 100.00
8.00 Paving Construction - Concrete Street
8,01
Earthwork (Cut: t1,960 CY/Fill: tl,l 10 CY)
LS
1
$21,750.00
$21,750.00
8.02
6" Lime/Cement Stabilized Subgrade (5% by weight)
SY
642
$3.25
$2,086.50
8.03
8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
6,769
$3.50
$23,691.50
8.04
Lime/Cement for Stabilized Subgrade
TN
110
$150,00
$16,500.00
8.05
6" Crushed Limestone Base (Initial coarse under curbs.)
SY
642
$10.50
$6,741,00
8.06
2" HMAC Surface Course (including prime coat)
SY
517
$1 L25
$5,816.25
8.07
8" Reinforced Concrete Pavement
SY
6,081
$46.00
$279,726,00
8.08
4" Concrete Sidewalk (10' wide and 6' wide)
SF
14,820
$3.75
$55,575,00
8.09
TAC/ADA Ramp w/'Truncated Domes and Contrasting Color
EA
6
$1,000.00
$6,000,00
8.1
TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4
$750.00
$3,0000
8.11
Pavement Striping and Marking
LS
1
$7,500.00
$7,500.00
8.12
"Street Name" Signs and Post
EA
3
$450.00
$1,350.00
Subtotal
Paving Improvements:
$429,736
9.00 Drainage System Improvements
9.01
18" RCP, CL IV ( 0 - 5' Cut, Str, Backfill)
LF
52
$40.00
$2,080.00
9,02
24" RCP, CL III (0-5' Cut, Str. Backfill)
LF
73
$55,00
$4,015.00
9,03
30" RCP, CL IV (0 - 5' Cut, Str, Backfill)
LF
14
$85-00
$1,190.00
9.04
TV Inspection
LF
139
$3.00
$417;00
9.05
Standard 5' Recessed Inlet - Special Inlet
EA
1
$4,000.00
$4,000.00
9.06
Standard 10' Recessed Inlet
EA
1
$4,000.00
$4,000.00
9.07
Triple Barrel 5' x 3' RBC (ASTM C-789)
LF
59
$450.00
$26,550,00
9.08
Parallel Headwalls for Triple Barrel 5' x 3' RBC
EA
1
$15,000,00
$15,000.00
9.09
Drop Inlet w/8' Concrete Approach Aprons
LS
1
$6,000.00
$6,000.00
9.10
Single Barrel 5' x 3' RBC (ASTM C-789)
LF
65
$150.00
$9,750,00
9.11
Parallel Headwalls for Single Barrel 5' x 3' RBC
EA
2
$6,500;00
$13,000.00
9.12
Concrete Channel Liner
SY
146
$40,00
$5,840.00
9.13
Pedestrian Guard Rail
LF
168
$120.00
$20,160.00
9.14
6:1 Sloped End Treatment for 18" RCP.
EA
2
$1,100,00
$2,200.00
Subtotal Drainage System Improvements:
$1149202
10.00 Water System Improvements
10.01
12" AWWA C900, CL 305 PVC, Water Line, Str, Backfill
LF
1,532
$46.00
$70,472.00
10.02
8" AWWA C900, CL 305 PVC, Water Line, Str. Backfill
LF
15
$38,00
$570,00
10.03
8" AWWA C900, CL 305 Restrained Joint PVC, Water Line
LF
67
$38,00
$2,546,00
10.04
12" Gate Valve
EA
3
$2,100.00
$6,300.00
10.05
12" x 8" D.I. Cross
EA
2
$1,000.00
$2,000.00
10,06
12" D.I.45 deg. Bend
EA
6
$750.00
$4,500.00
2 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 8, 2014
Item # Description
Unit
Quantity
Unit Price
Total
M07 12" DJ. 22.5 deg, Bend
EA
2
$750.00
$1,500.00
10-08 12" D.I. Plug w/2" Tap
EA
1
$650.00
$650.00
10.09 8" Gate Valve
EA
2
$1,150.00
$2,300.00
10.10 8" D.I.45 deg. Bend
EA
2
$350.00
$700.00
10.11 8" D.I. Plug
EA
2
$250.00
$500,00
10.12 8" D.I. Plug w/2" Tap
EA
1
$275.00
$275.00
10.13 8" Anchor Coupling
EA
4
$250.00
$1,000.00
10.14 2" Blow -off Riser
EA
2
$1,200-00
$2,400.00
10.14 16" Steel Encasement
LF
60
$60.00
$3,600.00
Subtotal Water
System:
$99,313
11.00 Miscellaneous Construction
11.01 Removal of existing Pavement (Barron Cut-off Road)
SY
1,796 $5.00
$8,980,00
11.02 Removal ofexisting Barbed Wire Fence
LF
680 $2.00
$1,360.00
11.03 Removal of Existing Gravel Driveways and existing culvert at Barron Cut-off LS
1 $2,500.00
$2,500.00
Intersection.
Subtotal Miscellaneous:
$12,840
12.00 Erosion Control Construction _
12.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $5,000.00
$5,000.00
keeping, grass seeding, and cleanup)
12.02 Hydroseeding and Fibermulch
SY
6,355 $1,25
$7,943.75
12.03 Silt Fence
LF
1,089 $3.00
$3,267.00
12.04 Inlet Protection
EA
2 $150.00
$300.00
12.05 Entrance/Exit
EA
1 $1 500.00
$1,500.00
Erosion Control Subtotal:
$18,011
TOTAL CONSTRUCTION COST OF W. S. PHILLIPS PARKWAY:
S699,202
DETENTION FACILITY IMPROVEMENTS
13.00 Site Preparation
13.01 Mobilization
LS
1 $7,500.00
$7,500.00
13.02 Clearing and Grubbin
Ac,
4-4 $5,500.00
$24,200.00
Subtotal Site Preparation:
$31,700.00
14.00 Detention Pond Improvements
7.01 Earthwork (Cut: t24,052 CY /Fill: t2,116 CY)
LS
1 $163,356.00
$163,356
7,02 Concrete Retaining Wall
LF
1,641 $100.00
$164,100.00
7.03 Turf Reinforcements Mat
SY
1,372 $12.50
$17,150,00
7,04 Low Flow Channel
LF
243 $25.00
$6,075.00
7.05 Stone Riprap (12" dia.)
LF
306 $80.00
$24 480.00
Subtotal Detention Pond Improvements:
$375,161.00
15.00 Erosion Control Construction
15.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1 $5,000.00
$5,000,00
keeping, grass seeding, and cleanup)
15.02 Hydroseeding and Fibermulch
SY
19,975 $1.25
$24,968.75
Erosion Control Subtotal:
$29,969
SUBTOTAL DETENTION FACILITY:
$436,830
TOTAL CONSTRUCTION BCS DEVELOPMENT:
$2,019,894
W. S. PHILLIPS PARKWAY IMPROVEMENTS - CSISD
16.00 Site Preparation
16.01 Mobilization
LS
1 $10,000,00
$10,000.00
16.02 Clearing and Grubbing, Removal of fencin , etc.
Ac, .
1.4 $5.500.00
$7,700.00
Subtotal Site Preparation:
$17,700.00
17.00 Paving Construction - Concrete Street
17.01 Earthwork (Cut: t1,525 CY /Fill: ±586 CY)
LS
1 $14,424,00
$14,424.00
17,02 8" Lime/Cement Stabilized Subgrade (5% by weight)
SY
4,466 $3,50
$15,631,00
17.03 Lime/Cement for Stabilized Subgrade
TN
68 $150.00
$10,200,00
17.04 8" Reinforced Concrete Pavement
SY
4,050 $46.00
$186,300.00
17.05 TAC/ADA Ramp w/o Truncated Domes and Contrasting Color
EA
4 $750.00
$3,000,00
17.06 Pavement Striping and Markin
LS
1 $7,500.00
$7,500.00
Subtotal Paving Improvements:
$237,055
3 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
July 8, 2014
Item # Description
Unit
Quantity
Unit Price
Total
18.00 Drainage System Improvements
18.01 24" RCP, CL III (0 - 5' Cut, Str. Backfill)
LF
321
$55.00
$17,655.00
18.02 30" RCP, CL IV (0' - 5' Cut, Str, Backfill)
LF
349
$85.00
$29,665.00
18.03 TV Inspection
LF
670
$3.00
$2,010 00
18.04 Standard 15' Recessed Inlet
EA
2
$4,000.00
$8,000.00
I &05 Temporary PluS for 24" RCP
EA
1
$250.00
$250.00
Subtotal Drainage System lm�rovements:
857.X0
19.00 Water System Im rovements
19.01 12" AWWA C900, CL 235 PVC, Water Line, Str. Backfill
LF
816
$46.00
$37,536.00
19.02 12" Gate Valve
EA
4
$2,100.00
$8,400.00
19.03 12" x 8" D.I. Tee
EA
3
$950.00
$2,850,00
19.04 12" D.I,45 deg. Bend
EA
4
$750 00
$3,000,00
19.05 8" Gate Valve
EA
2
$1,150.00
$2,300.00
19.06 8" D.I. Plug
EA
2
$250.00
$500.00
19.07 8" x 13" Anchor Coupling
EA
2
$250.00
$500.00
19.08 Connection to existing waterline.
LS
1
$750.00
$750.00
Subtotal Water System:
$55,836
20.00 Erosion Control Construction
20.01 Erosion Control Plan & Sedimentation Control (includes monitoring, record
LS
1. $4,500.00
$4,500.00
keeping, grass seeding, and cleanup)
20.02 Hydroseeding and Fibermulch
SY
3,453 $1,25
$4,316,25
20.03 Silt Fence
LF
782 $3.00
$2,346.00
20.04 Inlet Protection
EA
2 $150,00
$300,00
20.05 Entrance/Exit
EA
1 $1,500.00
$1,500.00
Erosion Control Subtotal:
$12.962
TOTAL CONSTRUCTION COST CSISD: $381,133
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our best
judgment at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to which
inflation may affect project costs between now and the bid date. During construction, additional features may become apparent as the work
progresses, which could result in an increase or decrease in project cost.
7104-
Dnle Browne, Jr., RE, CFM
McClure & Browne b1giileering/Surveyi , C.
Firm Reg. No. F-458
�%�f� OF
J. DALE BROWNE, JR.
81890
NAL�N++'�
4 of 4
CSISD #9
Engineers Estimate Cost of Construction
August 26, 2016
ITEM #
DESCRIPTION
UNIT
QUANTITY
UNIT PRICE
TOTAL COST
Paving Construction
1
IMobilizatlon
LS
1
$7 000.00
$7,000
2
Cellulose Fiber Mulch Seeding
LF
1490
$0.40
$596
3
4" Reinforced Concrete Sidewalk (10' Wltle}
SF
13210
$5.00
$65,050
pavirid Caiistructlpn:S.ibt0tal
$73 646
Total: $73,648.00
The above construction estimate is based on the engineer's preliminary opinion of probable construction costs. This estimate constitutes our
best Judgment at this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree to
antes T. Batenhorst, P.E. Date
itchell & Morgan, LL.P Tx Fimi #F-1443