HomeMy WebLinkAboutENGINEER ESTIMATEGREAT OAKS, PHASE 1A
MBESI PROJ #: 1015 -0002
Engineer's Estimate of Construction Costs
December 7, 2011
Item # Description Unit I Quantity I Unit Price Total
Paving Construction
1
Clearing and Grubbing (ROW & Esmts)
Ac.
0.6
2,000.00
1,200
2
Earthwork
C.Y.
300
6.00
1,800
3
6" Lime Stabilized Subgrade (6% by weight)
S.Y.
835
4
1340
4
6" Crushed Limestone Base
S.Y.
771
12.00
9,252
5
2" HMAC Surface Course (including prime coat)
S.Y.
647
11.00
7,117
Paving Subtotal
$22,709
Water System Construction
6
Fire Hydrant Assembly
EACH
1
3,250.00
3,250
7
Water Service, 1.5" short side (ASTM D3035, includes 3"
EACH
1
3,500.00
3,500
Casing)
850.00
850
8
Water Service, 1.5" long side (ASTM D3035, includes 3"
EACH
1
Casing)
1,600.00
1,600
Water System Subtotal
$5,700
Erosion Control Construction
Erosion Control Subtotal 1 $3,500
Construction Cost: $31,909
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 will result in an increase in cost.
Jeffery L. Robertson, P.E. Date
1 oft
Erosion Control Plan & Sedimentation Control (per Item 106)
9
(includes silt fencing, construction exits, straw bale barriers,
L.S.
1
3,500.00
3,500
inlet protection, grass seeding, and any other sedimentation
control devices
Erosion Control Subtotal 1 $3,500
Construction Cost: $31,909
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 will result in an increase in cost.
Jeffery L. Robertson, P.E. Date
1 oft
GREAT OAKS, PHASE 1A
MBESI PROJ #: 1015 -0002
Engineer's Estimate of Construction Costs
July 9, 2012
Item # Description I Unit I Quantity I Unit Price Total
Pavine Construction
1
Clearing and Grubbing (ROW & Esmts)
Ac.
0.6
2,000.00
1,200
2
Earthwork
C.Y.
300
6.00
1,800
3
6" Lime Stabilized Subgrade (6% by weight)
S.Y.
835
4
3,340
4
4" Concrete Sidewalk
SF
811
3.5
2,839
5
6" Crushed Limestone Base
S.Y.
771
12.00
9,252
6
2" HMAC Surface Course (including prime coat)
S.Y.
647
11.00
7,117
Paving Subtotal
1 $25,548
Water Svstem Cnnstructinn
7
Fire Hydrant Assembly
EACH
1
3,250.00
3,250
8
Water Service, 1.5" short side (ASTM D3035, includes 3"
EACH
1
Casing)
850.00
850
9
Water Service, 1.5" long side (ASTM D3035, includes 3"
EACH
1
Casin)
1,600.00
1,600
Water System Subtotal
$5,700
Erosion Control Construction
Erosion Control Plan & Sedimentation Control (per Item 106)
to
(includes silt fencing, construction exits, straw bale barriers,
L.S.
1 3,500.00
3,500
inlet protection, grass seeding, and any other sedimentation
control devices
troslon l:ontrol Jubtotal I $3,5U0
Construction Cost: $34,748
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 —Z appazen, as the work progresses, which will result in an increase in cost.
�� t. 711m
Je . R bertson, P.E. Date
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