HomeMy WebLinkAboutCOST ESTIMATE MINUTES
Planning and Zoning Commission
CITY OF COLLEGE STATION, TEXAS
December 11, 2003
15. Consideration, discussion and possible action on a Final Plat for Westfield
Village Phase 3 consisitng of 62 lots on 16.6 acres generally located at Barron
Road and Victoria (future). (03 -238)
Graduate Civil Engineer Thomspon also presented this item to the Commission,
pointing out the existing walkways. Also, a portion of Victoria is being
constructed to Barron Road, leaving a portion of Victoria until infill development
is completed. Funds for widening Barron Road are not available at this time.
Mike McClure, McClure Engineering added that additional walkways over and
beyond the minimum required in a PDD will take place in the next phase and will
be going all through the greenway.
Commissioner Trapani motioned to approve the Final Plat which was seconded
by Commissioner Davis and carriecd by a vote of 6 -0.
FOR: Trapani, Reynolds, Shafer, White, Williams, and Davis.
AGAINST: None.
ABSENT: Hall.
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Westfield Phase 3
Victoria Avenue - Oversize Pavement and Waterline
Graham Road to End of Westfield Phase 3
Engineer's Estimate
August 9, 2001
Streets
1. Prepare site 10000.00 10,000.00 0.00
2. Excavation 17748.50 13,772.50 3,976.00
3. Lime Stabilized Subgrade 21276.00 15,174.00 6,102.00
4. Curb and Gutter . 17434.35 15,560.10 1,874.25
5. Reinf. Conc. Intersection - 38' street 4950.00 4,950.00 0.00
6. Reinf. Conc. Intersection - 27' street 8600.00 8,600.00 0.00
7. Crushed Limestone Base 48391.00 29,018.25 19,372.75
8. HMAC Pavement 24871.00 24,871.00 0.00
9. Sidewalk 36462.50 32,307.50 4,155.00
10. Striping Victoria Avenue 4000.00 0.00 4,000.00
11. Seeding 662.90 561.75 101.15
Subtotal for Streets 194,396.25 154,815.10 39,581.15
Drainage
1. Single Inlet - 5' 2150.00 2,150.00 0.00
2. Comer Inlet 8250.00 8,250.00 0.00
3. 18" RCP 1856.00 1,856.00 0.00
4. 21" RCP 9112.00 9,112.00 0.00
5. 24" RCP 10138.00 10,138.00 0.00
6. 30" RCP 11543.00 11,543.00 0.00
7. Dry Rip -Rap 858.00 858.00 0.00
8. Culvert -3 bbl. 6x5 Box 108000.00 96,500.00 , 11,500.00
Subotal for Drainage 151,907.00 140,407.00 11,500.00
Water
1. C900 PVC DR14 Waterline 29700.00 21780.00 7,920.00
2. CI 52 Ductile Iron Waterline w /restrained ji 7031.20 5640.00 1,391.20
3. 8" C900 PVC DR14 Waterline - Branch 1848.00 1306.80 541.20
4. Tie into existing 12" Waterline 1755.00 1930.00 - 175.00
5. MainX8" MJ Tee 325.00 260.00 65.00
6. MainX6" M.J. Tee 945.00 750.00 195.00
7. 11 -1/4° Bend 1560.00 1040.00 520.00
8. Gate Valve on main line 4700.00 2070.00 2,630.00
9. 8" Gate Valve on branch 690.00 690.00 0.00
10. Blowoff w /riser 585.00 550.00 35.00
11. Trench Safety 932.80 932.80 0.00
Subtotal for Water 50,072.00 36,949.60 13,122.40
Incidentals
1 Staking and Layout 6000.00 6000 0.00
2 Silt and Erosion Control, v ' : 1500.00 1500 0.00
Subtotal for Incidentals a ;. At, 0.00
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1 * ; 11.4/1 EXHIBIT
Victoria - City Part -'k'- •,.%; . '+, . Page 1
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Subtotal for All 64,203.55
Contingency 6420.36
Total for All $70,623.91
Prepared b
/ a 8,0 I
David R. Mayo, PE
.......
DAVID R. MAYO
120
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EXHIBIT
Victoria - City Part Westfield Phase 3 Page 2