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SUN MEADOWS SUBDIVISION, PHASE 2
Engineer's Opinion of Probable Construction Cost
ABEI No. 1036002
September 12, 2001
The following construction estimate is based on the engineer's opinion of probable
construction costs. This estimate constitutes our best judgement 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 will
result in an increase in cost.
Item
No.
Description
Estimated
Quantity
Estimated
Unit Cost
ESTIMATED
TOTAL COSTS
1.00
STREET
1.01
50' R.O.W. Preparation (includes
4,322 LF
$14.00
$60,508
clearing and grubbing, cutting to rough
grade, etc.)
1.02
60' R.O.W. Preparation (includes
1,404 LF
$16.80
$23,587
clearing and grubbing, cutting to rough
grade, etc.)
1.03
6" Lime Modified Subgrade (includes
21,237 SY
$1.25
$26,546
subgrade preparation and incorporation
of lime into subgrade.)
1.04
Lime for Stabilization (5% by weight)
212 TN
$84.00
$17,808
1.05
Curb and Gutter
10,700 LF
$7.50
$80,250
1.06
Valley Gutter
224 LF
$7.00
$1,568
1.07
Spandrel Curb & Gutter (1 Quadrant)
18 EA
$1,000.00
$18,000
1.08
6" Crushed Rock Base (Flexible Base)
21,237 SY
$6.50
$138,041
TxDOT Type A, Grade 2
1.09
2" Hot Mix Asphaltic Concrete
16,350 SY
$6.00
$98,100
TxDOT Type D (includes prime coat)
Subtotal Item
1.00 Streets:
$464,408
2.00 WATER
2.00 12"m AWWA C900 Class 200 PVC Pipe
1414 LF
$17.00
$24,038
(includes installation, testing, and
cleanup.)
2.01 6"o AWWA C900 Class 200 PVC Pipe
4010 LF
$8.00
$32,080
(includes installation, testing, and
cleanup.)
2.02 Single Near Side Service
12 EA
$100.00
$1,200
2.03 Single Far Side Service
5 EA
$200.00
$1,000
Sun Meadows Phase 2 Estimate - Page 1 of 4
Item
No.
Description
Estimated
Quantity
Estimated
Unit Cost
ESTIMATED
TOTAL COSTS
2.04
Double Near Side Service
17 EA
$100.00
$1,700
2.05
Double Far Side Service
26 EA
$200.00
$5,200
2.06
12" Gate Valve (includes installation and
2 EA
$1,300.00
$2,600
cleanup.)
2.07
6" Gate Valve (includes installation and
14 EA
$400.00
$5,600
cleanup.)
2.08
6" Tapping Tee (includes installation and
2 EA
$320.00
$640
cleanup.)
2.09
DI Fittings (includes installation and
1 TN
$4,200.00
$4,200
cleanup.)
2.10
Fire Hydrant Assembly (includes
6 EA
$2,000.00
$12,000
installation and cleanup.)
2.11
2" Flush Valve Assembly (includes
1 EA
$1,000.00
$1,000
installation and cleanup.)
Subtotal Item 2 - Water:
$91,258
3.00 SEWER
3.01
6"o SDR 35 PVC ASTM D3034 Sewer
5,708 LF
$15.00
$85,620
Line (includes installation, testing, and
cleanup.)
3.02
6"o SDR 26 PVC ASTM D2241 Sewer
126 LF
$8.27
$1,042
Line (includes installation, testing, and
cleanup.)
3.03
0 - 5' Trenching & Backfill - Non-
286 LF
$3.00
$858
Structural (includes backfill and
cleanup)
3.04
5' - 8' Trenching & Backfill - Non-
4,097 LF
$10.00
$49,164
Structural (includes backfill and
cleanup)
3.05
5' - 8' Trenching & Backfill - Structural
228 LF
$14.00
$2,280
(includes backfill and cleanup)
3.06
8' - 10' Trenching & Backfill - Non-
1,083 LF
$18.00
$19,494
Structural (includes backfill and
cleanup)
3.07
8' -10' Trenching & Backfill - Structural
140 LF
$24.00
$3,360
(includes backfill and cleanup)
3.08
Single Far Side Service
3 EA
$800.00
$2,400
3.09
Single Near Side Service
53 EA
$500.00
$26,500
3.10
Double Near Side Service
20 EA
$1,000.00
$20,000
3.11
Trench Safety
5,834 LF
$0.50
$2,917
Sun Meadows Phase 2 Estimate - Page 2 of 4
Item
No.
Description
Estimated
Quantity
Estimated
Unit Cost
ESTIMATED
TOTAL COSTS
3.12
4' Standard Manhole (0 - 6' Deep)
16 EA
$1,000.00
$16,000
(includes installation, testing, and
cleanup.)
3.13
Manhole Drop Structure
2 EA
$700.00
$1,400
3.14
Cleanouts
12 EA
$300.00
$3,600
Subtotal Item 3 - Sewer:
4.00
DRAINAGE
4.01
24" RCP Class III - Non-Structural
4.02
24" RCP Class III - Structural
4.03
30" RCP Class III - Non-Structural
4.04
30" RCP Class III - Structural
4.05
36" RCP Class III - Nonstructural
4.06
36" RCP Class III - Structural
4.07
4'X 3' Box Culvert
4.08
5' x 3' Box Culvert
4.09
8'x 5' Box Culvert
4.10
5' Inlet Box
4.11
5' Inlet Box Extensions
4.12
24" RCP Headwall w/ Wingwalls
4.13
30" RCP Headwall w/ Wingwalls
4.14
36" RCP Headwall w/ Wingwalls
4.15
4'X 4' Junction Box
5.00
EROSION CONTROL
5.01
Inlet Protection
5.02
Silt Fence
5.03
Hydro-Mulch Seeding
5.04
Biodegradable Fiber Mulch
5.05
Rock Filter Dam Type 2
$234,635
448 LF
$35.00
$15,680
184 LF
$41.00
$7,544
282 LF
$53.00
$14,946
40 LF
$59.00
$2,360
118 LF
$80.00
$9,440
29 LF
$88.00
$2,552
147 LF
$241.80
$35,545
43 LF
$338.00
$14,534
11 LF
$673.40
$7,407
19 EA
$2,000.00
$38,000
2 LF
$1,200.00
$2,400
3 EA
$1,333.00
$3,999
1 EA
$1,666.00
$1,666
1 EA
$2,000.00
$2,000
1 EA
$2,500.00
$2,500
Subtotal Item 4 - Drainage:
$160,573
19 EA
$60.00
$1,140
3,590 LF
$4.00
$14,360
26,220 SF
$0.50
$13,110
17,701 SF
$0.08
$1,416
180 LF
$35.00
$6,300
Subtotal Item 5 - Erosion Control:
$36,326
Sun Meadows Phase 2 Estimate - Page 3 of 4
Item
Description
Estimated
Estimated
ESTIMATED
No.
Quantity
Unit Cost
TOTAL COSTS
6.00
MISCELLANEOUS
6.01
Earth Works Cut & Fill (R.O.W. Only)
4,940 CY
$2.50
$12,350
6.02
Crepe Myrtle (Lagerstrocmia Indica)
29 EA
$18.50
$537
6.03
Red Tipped Photinia (Photinia X Fraseri)
68 EA
$18.50
$1,258
6.04
Plant Installation
1 LS
$1,100.00
$1,100
6.05
6' Sidewalk
2,692 LF
$15.00
$40,380
6.06
4' Sidewalk
2680 LF
$12.00
$32,160
6.07
Sidewalk Ramp Type 1
10 EA
$200.00
$2,000
6.08
Sidewalk Ramp Type 2
5 EA
$150.00
$750
6.06
Sidewalk Ramp Type 3
1 EA
$150.00
$150
Subtotal Item 6 - M
iscellaneous:
$90,685
Subtotal Construction Cost:
$1,077,885
TOTAL PROJECT COST: $1,077,885
Prepared by: z/
Da a Browne Jr., P.E.
Ash & Browne Engineering, Inc.
OF
r
T~~StI
. *
J. DALE BROWNE, JR.
~'O~•. 81890 •Q:
°°°R.SSGisTE
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Sun Meadows Phase 2 Estimate - Page 4 of 4
DEVELOPMENT PERMIT
PERMIT NO. 100037
DP-SUN MEADOWS PH 2
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
SUN MEADOWS PH II
DATE OF ISSUE: SEPTEMBER 13, 2001
OWNER:
ELKINS, HARTZELL B
2508 RIVER FOREST DR
BRYAN, TX 77802
SITE ADDRESS:
901 GRAHAM RD
DRAINAGE BASIN:
LICK CREEK NORTH FORK
VALID FOR 12 MONTHS
CONTRACTOR:
TYPE OF DEVELOPMENT: FULL DEVELOPMENT PERMIT
SPECIAL CONDITIONS, READ CAREFULLY:
All construction must be in compliance with the approved construction plans
All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not
count towards landscaping points. Barricades must be 1' per caliper inch of the tree diameter.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate
construction site in accordance with the approved erosion control plan as well as the City of College Station
Drainage Policy and Design Criteria. If it is determined the prescribed erosion control measures are ineffective
to retain all sediment onsite, it is the contractors responsibility to implement measures that will meet City, State
and Federal requirements.
The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation
occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or
Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and
state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or
infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting
from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced
before any operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be
taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets,
or existing drainage facilities.
I hereby grant this permit for development of an area outside the special flood hazard area. All development
shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the
development permit application for the above named project and all of the codes and ordinances of the City of
College Station that apply.
t3 o
Date
3
ntractor Date