| A | B | C | D | E | F | G | H | I | J | |
|---|---|---|---|---|---|---|---|---|---|---|
2 | CLIENT'S INFORMATION: | |||||||||
3 | PROJECT ID: | CONTACT: | ||||||||
4 | E-MAIL ADDRESS: | |||||||||
5 | SCOPE: | Commercial Estimate | PHONE NUMBER: | |||||||
6 | Date: | |||||||||
7 | ITEM # | DWG. # | DESCRIPTION | QUANTITY | UNIT | MATERIAL | LABOR | UNIT COST (Labor + Material) | TOTAL COST | TRADE COST |
8 | GENERAL REQUIREMENTS | |||||||||
9 | 1 | Supervision | 1 | LS | $0 | $0 | $0 | $0 | ||
10 | 2 | Permits | 1 | LS | $0 | $0 | $0 | $0 | ||
11 | 3 | Final Clean-up | 1 | LS | $0 | $0 | $0 | $0 | ||
12 | 4 | Mobilization Costs | 1 | LS | $0 | $0 | $0 | $0 | ||
13 | 5 | Project Overheads | 1 | LS | $0 | $0 | $0 | $0 | ||
14 | 6 | Bonds | 1 | LS | $0 | $0 | $0 | $0 | ||
15 | 7 | Temporary Control & Facilities | 1 | LS | $0 | $0 | $0 | $0 | ||
16 | 8 | Scaffoldingv (Rental Lift Optional) | 102122 | SF | $1 | $1 | $2 | $204,244 | ||
17 | Subtotal (General Requirements) | $204,244 | ||||||||
18 | ||||||||||
19 | DIVISION 02- SITE WORK/ EXISTING CONDITIONS | |||||||||
20 | Demo | |||||||||
21 | 9 | C1.01 | Existing Tree To Be Removed | 57 | EA | $0 | $100 | $100 | $5,700 | |
22 | 10 | Existing Utility Apparatus To Be Removed | 43 | EA | $0 | $100 | $100 | $4,300 | ||
23 | 11 | Existing Water Meter To Be Removed | 1 | EA | $0 | $100 | $100 | $100 | ||
24 | 12 | Existing Gas Meter To Be Removed | 1 | EA | $0 | $100 | $100 | $100 | ||
25 | 13 | Existing Light Pole To Be Removed | 7 | EA | $0 | $300 | $300 | $2,100 | ||
26 | 14 | Existing Bollard To Be Removed | 10 | EA | $0 | $100 | $100 | $1,000 | ||
27 | 15 | Existing Fire Hydrant To Be Removed | 1 | EA | $0 | $100 | $100 | $100 | ||
28 | 16 | Existing Junction Box To Be Removed | 1 | EA | $0 | $100 | $100 | $100 | ||
29 | 17 | Existing Sewer Manhole To Be Removed | 1 | EA | $0 | $500 | $500 | $500 | ||
30 | 18 | Existing Catch Basin To Be Removed | 2 | EA | $0 | $500 | $500 | $1,000 | ||
31 | 19 | Existing BFP To Be Removed | 1 | EA | $0 | $300 | $300 | $300 | ||
32 | 20 | Existing Telephone Manhole To Be Removed | 1 | EA | $0 | $500 | $500 | $500 | ||
33 | 21 | Existing Sign To Be Removed | 3 | EA | $0 | $50 | $50 | $150 | ||
34 | 22 | Saw cut | 4175 | LF | $0 | $7 | $7 | $29,225 | ||
35 | 23 | Existing Curb To Be Removed | 4614 | LF | $0 | $10 | $10 | $46,140 | ||
36 | 24 | Existing Utility To Be Removed | 4466 | LF | $0 | $5 | $5 | $22,330 | ||
37 | 25 | Existing (8") Wall To Be Removed | 274 | LF | $0 | $5 | $5 | $1,370 | ||
38 | 26 | Existing Wood Fence To Be Removed | 420 | LF | $0 | $10 | $10 | $4,200 | ||
39 | 27 | Old R/W To Be Abandoned | 487 | LF | $0 | $5 | $5 | $2,435 | ||
40 | 28 | Existing Concrete Sidewalk To Be Removed | 3259 | SF | $0 | $5 | $5 | $16,295 | ||
41 | 29 | Existing Stair To Be Removed | 36 | SF | $0 | $5 | $5 | $180 | ||
42 | 30 | Existing Concrete Pad To Be Removed | 3287 | SF | $0 | $5 | $5 | $16,435 | ||
43 | 31 | Existing Planters Area To Be Removed | 1916 | SF | $0 | $5 | $5 | $9,580 | ||
44 | 32 | Existing Pavement To Be Milled | 11669 | SF | $0 | $5 | $5 | $58,345 | ||
45 | 33 | Existing Asphalt Pavement To Be Removed | 110383 | SF | $0 | $5 | $5 | $551,915 | ||
46 | 34 | Existing 1-Story Brick Building To Be Removed | 86434 | SF | $0 | $5 | $5 | $432,170 | ||
47 | Landscaping | |||||||||
48 | Tree | |||||||||
49 | 35 | C6.00 | (18-24" HT) Kaleidoscope Abelia | 33 | EA | $80 | $40 | $120 | $3,960 | |
50 | 36 | (24-30" HT) Dwarf Burford Holly | 80 | EA | $80 | $40 | $120 | $9,600 | ||
51 | 37 | (3-4" HT) Sky Pencil Holly | 29 | EA | $60 | $40 | $100 | $2,900 | ||
52 | 38 | (18-24" HT) Dwarf Yaupon Holly | 120 | EA | $60 | $40 | $100 | $12,000 | ||
53 | 39 | (30-36" HT) Schip Laurel | 22 | EA | $80 | $40 | $120 | $2,640 | ||
54 | 40 | (10-12') Yoshino Cherry | 7 | EA | $1,000 | $500 | $1,500 | $10,500 | ||
55 | 41 | (12-14' HT) Quercus Falcata | 23 | EA | $1,000 | $500 | $1,500 | $34,500 | ||
56 | 42 | (12-14' HT) Nutall Oak | 5 | EA | $1,000 | $500 | $1,500 | $7,500 | ||
57 | 43 | (12-14' HT) Allee Chinese Elm | 27 | EA | $1,000 | $500 | $1,500 | $40,500 | ||
58 | Erosion Control & Sediment | |||||||||
59 | 44 | C3.01, To C3.07 | Manhole Protection Hardwear Cloth & Gravel Inlet Protection | 10 | EA | $300 | $100 | $400 | $4,000 | |
60 | 45 | Catch Basin Protection Hardwear Cloth & Gravel Inlet Protection | 27 | EA | $300 | $100 | $400 | $10,800 | ||
61 | 46 | Catch Basin Inlet Protection | 16 | EA | $1,000 | $500 | $1,500 | $24,000 | ||
62 | 47 | Instal Slope Drain | 1 | EA | $300 | $100 | $400 | $400 | ||
63 | 48 | Instal (18") Wattles At Drive Wntry | 25 | LF | $12 | $4 | $16 | $400 | ||
64 | 49 | Temporary Silt Fence | 1817 | LF | $6 | $4 | $10 | $18,170 | ||
65 | 50 | Super Silt Fence With Tree Protection Fabric | 829 | LF | $6 | $4 | $10 | $8,290 | ||
66 | 51 | Tree Protection Fence | 198 | LF | $15 | $10 | $25 | $4,950 | ||
67 | 52 | Construction Entrance Area | 1825 | SF | $8 | $5 | $13 | $23,725 | ||
68 | Signage & Striping | |||||||||
69 | 53 | C2.00, A0.02, & A0.02A | ADA Accessible Sign Painted | 3 | EA | $200 | $100 | $300 | $900 | |
70 | 54 | Directional Sign Painted | 22 | EA | $200 | $100 | $300 | $6,600 | ||
71 | 55 | Bike Rack | 5 | EA | $350 | $100 | $450 | $2,250 | ||
72 | 56 | Sign Pole | 1 | EA | $1,000 | $500 | $1,500 | $1,500 | ||
73 | 57 | (1' Ø X 3' D) Sign Pole Footing (1 EA) | 0.08 | CY | $500 | $250 | $750 | $60 | ||
74 | 58 | Vehicular Parking Garage Access | 1 | EA | $1,000 | $500 | $1,500 | $1,500 | ||
75 | 59 | Parking Strip | 3598 | LF | $1 | $1 | $2 | $7,196 | ||
76 | Curb & Pavement | |||||||||
77 | 60 | C2.00 | (10' X 10') Pedestrain Sight Distance Triangle | 1 | EA | $250 | $100 | $350 | $350 | |
78 | 61 | Concrete Curb | 437 | LF | $20 | $10 | $30 | $13,110 | ||
79 | 62 | Mountable Curb (1'-6") Curb & Gutter | 82 | LF | $20 | $10 | $30 | $2,460 | ||
80 | 63 | (2'-0") Valley Curb | 4901 | LF | $20 | $10 | $30 | $147,030 | ||
81 | 64 | (2'-6") Curb & Gutter | 137 | LF | $25 | $10 | $35 | $4,795 | ||
82 | 65 | Raised Crosswalk | 657 | SF | $3 | $2 | $5 | $3,285 | ||
83 | 66 | Transformer Concrete Pad | 535 | SF | $12 | $8 | $20 | $10,700 | ||
84 | 67 | Directional Curb Ramp | 418 | SF | $8 | $5 | $13 | $5,434 | ||
85 | 68 | Roll Out Trash Container Pad For Private Pickup | 304 | SF | $12 | $8 | $20 | $6,080 | ||
86 | 69 | Loading Space Area | 169 | SF | $8 | $5 | $13 | $2,197 | ||
87 | 70 | Accessible Ramp | 104 | SF | $8 | $5 | $13 | $1,352 | ||
88 | 71 | Parking Pavement | 30752 | SF | $8 | $5 | $13 | $399,776 | ||
89 | Truck Apron | |||||||||
90 | 72 | (12" T) Stamped/Colored Concrete | 759 | SF | $8 | $5 | $13 | $9,867 | ||
91 | 73 | (6" T) B25.0C In Two 3" Lifts (Minor) | 759 | SF | $1 | $1 | $2 | $1,518 | ||
92 | 74 | (8" T) B25.0C In Two 4" Lifts (Major) | 759 | SF | $1 | $1 | $2 | $1,518 | ||
93 | 75 | Compacted Subgrade | 759 | SF | $1 | $1 | $2 | $1,518 | ||
94 | Havey Duty Asphalt Pavement | |||||||||
95 | 76 | (2) (1-1/2" T) Superpave Surface Course | 7184 | SF | $1 | $1 | $2 | $14,368 | ||
96 | 77 | (8" T) Compacted A.B.C | 7184 | SF | $1 | $1 | $2 | $14,368 | ||
97 | 78 | Compacted Subgrade | 7184 | SF | $1 | $1 | $2 | $14,368 | ||
98 | Concrete Sidewalk | |||||||||
99 | 79 | (6" T) Concrete | 21485 | SF | $8 | $5 | $13 | $279,305 | ||
100 | 80 | (6" X 6") (10/10 W.W.M.) | 21485 | SF | $2 | $1 | $3 | $64,455 | ||
101 | 81 | (4" T) Compacted Subgrade | 21485 | SF | $1 | $1 | $2 | $42,970 | ||