HomeMy WebLinkAboutCost EstimateEngineer's Preliminary Opinion of Probable Project Costs
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
June 9, 2014
Item # Description Unit Quantity Unit Price Total
BREWSTER DRIVE IMPROVEMENTS
1.00 Site Preparation
1.0]
Mobilization
LS
1.0
$15,000.00
$15,000.00
1.02
Clearing and Grubbing
Ac.
7.9
$5,500.00
S43,450.00
Site Preparation Subtotal:
$58,450.00
2.00 Paving Construction - Brewster Drive
2.01
Earthwork (Cut: t10,400 CY/Fill: f1,980 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
$90,059.50
2.06
2" FIMAC Surface Course (including prime coat)
SY
6,671
$11.25
$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/Tmnmted 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:
$518,439.25
3.00 Drainage System Improvements
3.01
18" RCP, CL IB (0 - 5' Cut, Sir. Backfill)
LF
258
$40.00
$10,320.00
3.02
24" RCP, CL IB (0 - 5' Cut, Str. Backfill)
LF
682
$55.00
$37,510.00
3.03
24" RCP, CL IB (8'- 1O' Cut, Sq. Backfill)
LF
24
$65.00
$1,560.00
3.03
30" RCP, CL IV (0 -5' Cut, So. Backfill)
LF
281
$85.00
$23,885.00
3.04
36" RCP, CL IB (10'- 12' Cut, Sq. 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
$3,92T00
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 T)
EA
1
$3,000.00
$3,000.00
3.10
6:1 Sloped End Treatment for 24" RCP.
EA
2
$900m
$1,800.00
Drainage System Subtotal:
$116,890.00
400 WaterSystem Improvements
4.01
8" AW WA C900, CL 200, PVC Water Line, So. Backfill
LF
2,115
$38.00
$80,370.00
4.02
6" AW WA C900, CL 20Q PVC Water Line, Su. Backfill
LF
95
$35.00
$3,325.00
4.03
4" AW WA C900, CL 200, PVC Water Line, So. 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
I
S400.00
$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.1.11.25 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 of 4
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
June 9, 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
WaterSystem Subtotal:
$132,79500
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 (f336 SF)
LS
1
$2,500.00
$2,500.00
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 Fibennulch
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
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:
525,100.00
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
IN
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:
$429,736
9.01 18" RCP, CL IV ( 0 - 5' Cut, Str. Backfill)
LF
52
$40.00
$2,080.00
9.02 24" RCP, CL IB (0 - 5' Cut, Str. Backfill)
LF
73
$55.00
$4,015.00
9.03 TV Inspection
LF
125
$3.00
$375.00
9.04 Standard 5' Recessed Inlet
EA
1
$3,500.00
$3,500.00
9.05 Standard 10' Recessed Inlet
EA
1
$4,000.00
$4,000.00
9.06 Triple Barrel 5' x 3' RBC (ASTM C-789)
LF
59
$450.00
$26,550.00
9.07 Parallel Headwalls for Triple Barrel 5' x T RBC
EA
1
$15,000.00
$15,000.00
9.08 Drop Inlet
LS
1
$4,500.00
$4,500.00
9.09 Single Barrel 5' x 3' RBC (ASTM C-789)
LF
65
$150.00
$9,750.00
9.10 Parallel Headwalls for Single Barrel 5' x 3' RBC
EA
2
$6,500.00
$13,000.00
9.11 Concrete Channel Liner
SY
146
$40.00
$5,840.00
9.12 Pedestrian Guard Rail
LF
168
$120.00
$20,160.00
9.13 6:1 Sloped End Treatment for 18" RCP.
EA
2
$1,100 00
$2,200 00
Subtotal Drainage System Improvements:
$110,970
10.00 Waters stem Improvements
10.01 12" AW WA C900, CL 305 PVC, Water Line, Str. Backfill
LF
1,532
$46.00
$70,472.00
10.02 8" AW WA 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
$3&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
10.07 12" D.I. 22.5 deg. Bend
EA
2
$750.00
$1,500.00
2 of
Bridgewood Subdivision, Phase 1
MBES1 No. 10530014
June 9, 2014
item # Description
Unit
Quantity
Unit Price
Total
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
$250M
$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
11.01 Removal of existing Pavement (Barron Cutoff 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
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 Fibennulch
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: $695,970
DETENTION FACILITY
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:
531,700.00
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
$1250
$17,150.00
7.04 Low Flow Channel
LF
243
$25.00
$6,075.00
T05 Stone Riprap (12" dia.)
LF
306
$80.00
$24,480.00
Subtotal Detention Pond Improvements:
5375,161.00
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 Fibennulch
SY
19,975
$1.25
$24,968.75
Erosion Control Subtotal:
$29,969
SUBTOTAL DETENTION FACILITY: $436,830
TOTAL CONSTRUCTION BCS DEVELOPMENT: $2,016,662
16.U1 MobrhTation
LS
1
Slu,uUUM
Dru,uuumu
16.02 Clearing and Grubbing, Removal of fencing, etc.
Ac.
L4
$5,500.00
$7,700.00
Subtotal Site Preparation:
$17,700.00
17.00 Paving Construction -Concrete Street
17.01 Farthwork(Cut: t1,525 CY/Fill:+586 CY)
LS
1
$14,424M
$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
S150M
$10,200.00
17.04 8" Reinforced Concrete Pavement
SY
4,050
$46.00
$186,300.00
17.05 TAC/ADA Ramp w/o Tmncated Domes and Contrasting Color
EA
4
$750.00
$3,000.00
17.06 Pavement Sniping and Markin
LS
1
$7,50000
$7,50000
Subtotal Paving Improvements:
$237,055
18.00 Drainage Svstem Imorovements
3 of
Bridgewood Subdivision, Phase 1
MBESI No. 10530014
Ju e % 2014
Item # Description
Unit
Quantity
Unit Price
Total
18.01 24" RCP, CL III (0- 5' Cut, Sir. Backfill)
LF
569
$55.00
$31,295.00
18.02 24" RCP, CL IE (5' - 8' Cut, Str. Backfill)
LF
25
$65M
$1,625.00
18.03 Trench Safety
LF
25
$2.00
$50.00
18.04 TV Inspection
LF
594
$3.00
$1,782.00
18.05 Standard 10'Recessed Inlet
EA
2
S4,000.00
$8,000.00
1R Ofi Temnnrary Phw fnr24"RCP
EA
1
1250.00
S250.00
1901.12" AW WA C900, CL 235 PVC, Water Line, Str. Backfill
LF
816
$46.UU
$3/,536.uu
19.02 12" Crate Valve
EA
4
$2,100.00
$8,400.00
19.03 12" x 8" D.I. Tee
EA
3
$950.00
$2,850.00
M04 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
1906.8" D.I. Plug
EA
2
$250.00
$500.00
19.07 8" x 13" Anchor Coupling
EA
2
$250.00
S500.00
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 Fbermulch
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 EntmnccMxit
EA
1
$1,500.00
$1,500.00
TOTAL CONSTRUCTION COST CSISD: $366,555
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
Marion 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
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rowne, 7r., P.E., CFM....... f"�✓ i
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