HomeMy WebLinkAboutENGINEER ESTIAMTE REATTA MEADOWS SUBDIVISION
Section 1, Phase 1 of Estates at Spring Creek Development
Engineer's Preliminary Opinion of Probable Construction Cost
ABET No. 1045005
September 27, 2003
The following construction estimate is based on the engineer's preliminary 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 design and construction, additional features may become apparent as
the work progresses, which will result in an increase in cost.
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
1.00 STREET
1.01 50' R.O.W. Preparation (includes 3,265 LF $15.00 $48,975
clearing and grubbing, cutting to rough
grade, etc.)
1.02 6" Lime Modified Subgrade (includes 10,521 SY $1.75 $18,412
subgrade preparation and incorporation
of lime into subgrade.)
1.03 Lime for Stabilization (5% by weight) 105 TN $100.00 $10,500
1.04 Curb and Gutter 5,812 LF $8.00 $46,496
1.05 Valley Gutter 308 LF $8.00 $2,464
1.06 Spandrel Curb & Gutter (1 Quadrant) 8 EA $1,000.00 $8,000
1.07 6" Crushed Rock Base (Flexible Base) 8,344 SY $6.50 $54,236
TxDOT Type A, Grade 2
1.08 2" Hot Mix Asphaltic Concrete 8,344 SY $7.50 $62,580
TxDOT Type D (includes prime coat)
Subtotal Item 1.00 Streets: $251,663
2.00 WATER
2.01 18 "o AWWA C900 Class 200 PVC Pipe - 506 LF $30.00 $15,180
Non - Structural (includes installation,
testing, and cleanup.)
2.02 12"o AWWA C900 Class 200 PVC Pipe - 742 LF $25.00 $18,550
Non - Structural (includes installation,
testing, and cleanup.)
2.03 8 "0 AWWA C900 Class 200 PVC Pipe - 542 LF $18.00 $9,756
Non - Structural (includes installation,
testing, and cleanup.)
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
2.04 8 "0 AWWA C900 Class 200 PVC Pipe - 184 LF $26.50 $4,876
Structural (includes installation, testing,
and cleanup.)
2.05 6 AWWA C900 Class 200 PVC Pipe - 2,253 LF $17.00 $38,301
Non - Structural (includes installation,
testing, and cleanup.)
2.06 6 "0 AWWA C900 Class 200 PVC Pipe - 129 LF $25.50 $3,290
Structural (includes installation, testing,
and cleanup.)
2.07 Single Near Side Service 3 EA $200.00 $600
2.08 Single Far Side Service 4 EA $400.00 $1,600
2.09 Double Near Side Service 12 EA $300.00 $3,600
2.10 Double Far Side Service 22 EA $600.00 $13,200
2.11 18" Butterfly Valve (includes installation 1 EA $1,800.00 $1,800
and cleanup.)
2.12 12" Gate Valve (includes installation and 1 EA $1,250.00 $1,250
cleanup.)
2.13 8" Gate Valve (includes installation and 2 EA $550.00 $1,100
cleanup.)
2.14 6" Gate Valve (includes installation and 4 EA $500.00 $2,000
cleanup.)
2.15 18" Tapping Sleeve and Valve (includes 1 EA $1,650.00 $1,650
installation and cleanup.)
2.16 DI Fittings (includes installation and 1.0 TN $4,200.00 $4,200
cleanup.)
2.17 Fire Hydrant Assembly (includes 2 EA $2,000.00 $4,000
installation and cleanup.)
2.18 2" Air Release Valve Assembly (includes 4 EA $1,000.00 $4,000
installation and cleanup.)
2.19 2" Blow Off Valve Assembly (includes 7 EA $300.00 $2,100
installation and cleanup.)
Subtotal Item 2 - Water: $131,053
3.00 SEWER
3.01 8 "0 ASTM 03034 SDR 26 PVC Sewer 1,637 LF $18 .00 $29,466
Line (includes installation, testing, and
cleanup.)
3.02 6 "0 ASTM D3034 SDR 26 PVC Sewer 5,964 LF $15.00 $89,460
Line (includes installation, testing, and
cleanup.)
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
3.03 0' - 5' Trenching & Backfill - Non- 198 LF $3.00 $594
Structural (includes backfill and
cleanup)
3.04 0' - 5' Trenching & Backfill - Structural 8 LF $6.50 $52
(includes backfill and cleanup)
3.05 5' - 8' Trenching & Backfill - Non- 5,962 LF $10.00 $59,620
Structural (includes backfill and
cleanup)
3.06 5' - 8' Trenching & Backfill - Structural 239 LF $15.00 $3,585
(includes backfill and cleanup)
3.07 8' - 10' Trenching & Backfill - Non- 556 LF $18.00 $10,008
Structural (includes backfill and
cleanup)
3.08 8' - 10' Trenching & Backfill - Structural 36 LF $20.00 $720
(includes backfill and cleanup)
3.09 10' - 12' Trenching & Backfill - Non- 218 LF $24.00 $5,232
Structural (includes backfill and
cleanup)
3.10 10' - 12' Trenching & Backfill - Non- 10 LF $27.00 $270
Structural (includes backfill and
cleanup)
3.11 12' - 15' Trenching & Backfill - Non- 332 LF $30.00 $9,960
Structural (includes backfill and
cleanup)
3.12 12' - 15' Trenching & Backfill - 42 LF $34.00 $1,428
Structural (includes backfill and
cleanup)
3.13 Single Near Side Service 11 EA $500.00 $5,500
3.14 Double Far Side Service 3 EA $1,600.00 $4,800
3.15 Double Near Side Service 29 EA $1,000.00 $29,000
3.16 Trench Safety 5,601 LF $1.25 $7,001
3.17 4' Standard Manhole (0 - 6' Deep) 19 EA $1,750.00 $33,250
(includes installation, testing, and
cleanup.)
3.18 Cleanouts 9 EA $300.00 $2,700
Subtotal Item 3 - Sewer: $292,646
4.00 DRAINAGE
4.01 18" Hancor F477 HDPE - Structural 74 LF $20.00 $1,480
4.02 24" Hancor F477 HDPE - Structural 127 LF $25.00 $3,175
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
4.03 30" Hancor F477 HDPE - Structural 200 LF $35.00 $7,000
4.04 36" Hancor F477 HDPE - Structural 366 LF $45.00 $16,470
4.05 48" RCP - Non - Structural 138 LF $90.00 $12,420
4.06 5' Inlet Box 5 EA $2,500.00 $12,500
4.07 10' Inlet Box 1 EA $3,000.00 $3,000
4.08 Type 1 Inlet Box (4' x 6' box) 2 EA $4,000.00 $8,000
4.09 5' x 5' Combination J- box/lnlet Box 2 EA $3,000.00 $6,000
4.10 4'x4' Junction Box 4 EA $2,500.00 $10,000
4.11 5'x5' Junction Box 1 EA $3,000.00 $3,000
Subtotal Item 4 - Drainage: $83,045
5.00 EROSION CONTROL
5.01 Inlet Protection 10 EA $60.00 $600
5.02 Silt Fence 3,945 LF $4.00 $15,780
Subtotal Item 5 - Erosion Control: $16,380
6.00 MISCELLANEOUS
6,01 4' Sidewalk 2,641 LF $10.00 $26,410
6.02 Sidewalk Ramp Type 1 5 EA $200.00 $1,000
6.03 Sidewalk Ramp Type 3 3 EA $150.00 $450
Subtotal Item 6 - Miscellaneous: $27,860
7.00 VICTORIA STREET EXTENSION (70' R.O.W.)
7.01 70' R.O.W. Preparation (includes 779 LF $18.00 $14,022
clearing and grubbing, cutting to rough
grade, etc.)
7.02 6" Lime Modified Subgrade (includes 4,847 SY $1.75 $8,482
subgrade preparation and incorporation
of lime into subgrade.)
7.03 Lime for Stabilization (5% by weight) 48 TN $100.00 $4,800
7.04 Curb and Gutter 1,503 LF $8.00 $12,024
7.05 Spandrel Curb & Gutter (1 Quadrant) 2 EA $1,000.00 $2,000
7.06 6" Crushed Rock Base (Flexible Base) 4,328 SY $6.50 $28,132
TxDOT Type A, Grade 2
7.07 2" Hot Mix Asphaltic Concrete 4,328 SY $7.50 $32,460
TxDOT Type D (includes prime coat)
Subtotal Item 7.00 - Victoria: $101,920
Sub -Total Section 1, Phase 1 $904,567
Contingency (10%) $90,457
PRELIMINARY TOTAL CONSTRUCTION COST (SECTION 1, PHASEI): $995,024
Prepared by: e i ;:t �NNU
at A. Penn, E.I.T. / � ,
Ash & Browne Engi - - - g, Inc. • *' �.�j
JOE I. GATTIS i
�, 90964
Prepared by: Ark! 1 �� Ss �E
Joe . ttis J r" - w
As & 8 • e Engineering, Inc. /0.- i'°`f
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ATTACHMENT #1
Engineer's Cost Estimate for
Reatta Meadows Subdivision, Sect. 1, Ph. 1
Comprehensive Construction Costs
REATTA MEADOWS SUBDIVISION
Section 1, Phase 1 Comprehensive Requirements
for Victoria Drive
Engineer's Preliminary Opinion of Probable Construction Cost
(Revised April 7, 2004)
MBESI No. 1045005
April 8, 2004
The following construction estimate is based on the engineer's preliminary 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 design and construction, additional features may become apparent as
the work progresses, which will result in an increase in cost.
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
1.00 VICTORIA DRIVE EXTENSION (70' R.O.W.)
1.01 70' R.O.W. Preparation (includes 779 LF $20.00 $15,580
clearing and grubbing, cutting to rough
grade, etc.)
1.02 6" Lime Modified Subgrade (includes 4,370 SY $1.75 $7,648
subgrade preparation and incorporation
of lime into subgrade.)
1.03 Lime for Stabilization (5% by weight) 44 TN $100.00 $4,400
1.04 Curb and Gutter 1,556 LF $8.00 $12,448
1.05 Valley Gutter 44 LF $8.00 $352
1.06 Spandrel Curb & Gutter (1 Quadrant) 2 EA $1,000.00 $2,000
1.07 8" Crushed Rock Base (Flexible Base) 3,809 SY $7.75 $29,520
TxDOT Type A, Grade 2
1.08 2" Hot Mix Asphaltic Concrete 3,809 SY $7.50 $28,568
TxDOT Type D (includes prime coat)
Subtotal Item 1.00 Streets: $100,516
2.00 WATER LINES ALONG BARRON RD. & VICTORIA AVE.
2.01 18 "e D.I. Pipe, Class 350 - Non- 516 LF $46.00 $23,736
Structural (includes installation, testing,
and cleanup.)
2.02 18 "e D.I. Pipe, Class 350 - Structural 60 LF $56.00 $3,360
(includes installation, testing, and
cleanup.)
Page 1 of 2
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
2.03 12 "e AWWA C900 Class 200 PVC Pipe - 727 LF $40.00 $29,080
Non - Structural (includes installation,
testing, and cleanup.)
2.04 18" Butterfly Valve (includes installation 1 EA $5,500.00 $5,500
and cleanup.)
2.05 18 "m 45 °bend (includes installation and 2 EA $1,250.00 $2,500
cleanup)
2.06 18" Plug (includes installation and 1 EA $400.00 $400
cleanup.)
2.07 12" Gate Valve (includes installation and 2 EA $1,500.00 $3,000
cleanup.)
2.08 12" Plug (includes installation and 1 EA $250.00 $250
cleanup.)
2.09 18" x 12" Cross (includes installation and 1 EA $1,700.00 $1,700
cleanup.)
2.10 Fire Hydrant Assembly (includes 1 EA $2,000.00 $2,000
installation and cleanup.)
2.11 4" Blow Off Valve Assembly (includes 2 EA $700.00 $1,400
installation and cleanup.)
Subtotal Item 2 - Water: $72,926
3.00 MISCELLANEOUS
3.01 Mobilization /Demobilization 1 LS $6,500.00 $6,500
3.02 6' Sidewalk 1518 LF $17.50 $26,565
3.03 Sidewalk Ramp Type 3 2 EA $300.00 $600
3.04 Hydromulch Seeding 11,246 SF $0.50 $5,623
Subtotal Item 3 - Miscellaneous: $39,288
Sub -Total Section 1, Phase 1 for Over Participation $212,730
Contingency (10 %) $21,273
PRELIMINARY COMPREHENSIVE
CONSTRUCTION COST (SECTION 1, PHASEI): $234,003
4. >1 - Kr...- -- > n
by:
Prepared b
P Y
Pat Penn, E.I.T.
McClure & Browne Engineering /Surveying, Inc.
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'OPl� • Pf • TE , %
Approved by: f /I // A ! ; c :� - �� ;*
J. sale : rowne, Jr., P.E. d ...a ............... :. *..
f cClure & Browne Enginee /urveying, Inc /.. BR.t JR. i
s et: 81890 ... .... .
Page 2 of 2 ! s/ ONAt ENG
ATTACHMENT #2
Engineer's Cost Estimate for
Reatta Meadows Subdivision, Sect. 1, Ph. 1
Over Participation (OP) - Minimum Requirements
REATTA MEADOWS SUBDIVISION
Section 1, Phase 1 Over Participation
Minimum Requirements for Victoria Drive
Engineer's Preliminary Opinion of Probable Construction Cost
(Revised April 7, 2004)
MBESI No. 1045005
April 8, 2004
The following construction estimate is based on the engineer's preliminary 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 design and construction, additional features may become apparent as
the work progresses, which will result in an increase in cost.
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
1.00 VICTORIA STREET EXTENSION (60' R.O.W.)
1.01 60' R.O.W. Preparation (includes 779 LF $16.00 $12,464
clearing and grubbing, cutting to rough
grade, etc.)
1.02 6" Lime Modified Subgrade (includes 3,467 SY $1.75 $6,067
subgrade preparation and incorporation
of lime into subgrade.)
1.03 Lime for Stabilization (5% by weight) 35 TN $100.00 $3,500
1.04 Curb and Gutter 1,556 LF $8.00 $12,448
1.05 Valley Gutter 34 LF $8.00 $272
1.06 Spandrel Curb & Gutter (1 Quadrant) 2 EA $1,000.00 $2,000
1.07 7" Crushed Rock Base (Flexible Base) 2,943 SY $7.75 $22,808
TxDOT Type A, Grade 2
1.08 2" Hot Mix Asphaltic Concrete 2,943 SY $7.50 $22,073
TxDOT Type D (includes prime coat)
Subtotal Item 1.00 Streets: $81,632
2.00 WATER LINES ALONG BARRON RD. & VICTORIA AVE.
2.01 8 "o AWWA C900 Class 200 PVC Pipe - 1303 LF $19.00 $24,757
Non - Structural (includes installation,
testing, and cleanup.)
2.02 8 "e AWWA C900 Class 200 PVC Pipe - 50 LF $22.00 $1,100
Structural (includes installation, testing,
and cleanup.)
Page 1 of 2
Item Description Estimated Estimated ESTIMATED
No. Quantity Unit Cost TOTAL COSTS
2.03 8" Gate Valve (includes installation and 3 EA $500.00 $1,500
cleanup.)
2.04 8 "o 45 °bend (includes installation and 2 EA $300.00 $600
cleanup)
2.05 8" Plug (includes installation and 2 EA $225.00 $450
cleanup.)
2.06 8" x 8" Cross (includes installation and 1 EA $750.00 $750
cleanup.)
2.07 Fire Hydrant Assembly (includes 1 EA $2,000.00 $2,000
installation and cleanup.)
2.08 2" Blow Off Valve Assembly (includes 2 EA $300.00 $600
installation and cleanup.)
Subtotal Item 2 - Water: $31,757
3.00 MISCELLANEOUS
3.01 Mobilization /Demobilization 1 LS $4,500.00 $4,500
3.02 6' Sidewalk 1,518 LF $17.50 $26,565
3.03 Sidewalk Ramp Type 3 2 EA $300.00 $600
3.04 Hydromulch Seeding 11,246 SF $0.50 $5,623
Subtotal Item 3 - Miscellaneous: $37,288
Sub -Total Section 1, Phase 1 for OP Min. Requirements $150,677
Contingency (10 %) $15,068
PRELIMINARY CONSTRUCTION COST
MINIMUM DEVELOPMENT REQUIREMENTS(SECTION 1, PHASEI): $165,745
Prepared by: _ J`_ _
Pa Penn, .I.T.
McClure & Browne Engineering /Surveying, Inc.
°`'(e OF TEZ I
/ i I 1* Ai 0. �� r 1 1
Approved by: 4 . / d J. DALE BROWNE, JR.
. Dale Browne, Jr., P.E.
McClure & Browne Engine= ./Surveying, Inc. , 1,45 .0 % 81890 •k
t 1 � ' �F9 F G /STE , * 0 . � 4,®
6 'S'/UNAL £NG
Page 2 of 2