A | B | C | D | E | |
---|---|---|---|---|---|
1 | |||||
2 | STATE_ID | RNO | OWNER | Actual LF | Assessable LF |
3 | Petition Support | ||||
4 | 1S2E15CB 1600 | R561204520 | HOST DEVELOPMENT INC | 50.00 | 50.00 |
5 | 1S2E15CB 1700 | R561204570 | DOMME,JOHN P | 50.00 | 50.00 |
6 | 1S2E15CB 2400 | R561205150 | DOMME,JOHN P | 61.93 | 61.93 |
7 | 1S2E15CB 2500 | R561205910 | DOMME,JOHN P | 83.07 | 83.07 |
8 | 1S2E15CB 400 | R561205250 | DOMME,JOHN P | 84.41 | 84.41 |
9 | 1S2E15CB 500 | R561205180 | DOMME,JOHN P | 60.59 | 60.59 |
11 | Withdrawn Petition Support | ||||
12 | None | ||||
14 | Waiver Support | ||||
15 | None | ||||
17 | Government Support | ||||
18 | None | ||||
20 | No Support | ||||
21 | None | ||||
23 | TOTAL: | 6 | 390.00 | 390.00 | |
26 | 6 | 100.0% | Petition Support | 390.00 | 390.00 |
27 | 0 | 0.0% | Waiver Support | 0 | 0 |
28 | 0 | 0.0% | Government Support | 0 | 0 |
29 | 6 | 100.0% | Total Support | 390 | 390 |
30 | 0 | 0.0% | Withdrawn Petition Support | 0 | 0 |
31 | 0 | 0.0% | No Support | 0 | 0 |
32 | 6 | 100.0% | Total | 390 | 390 |
A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z | AA | AB | AC | AD | AE | AF | AG | AH | AI | AJ | AK | AL | AM | AN | AO | AP | AQ | AR | AS | AT | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | AREA | STATE_ID | NEW_STATE_ | RNO | OWNER1 | OWNER2 | OWNER3 | OWNERADDR | OWNERCITY | OWNERSTATE | OWNERZIP | SITEADDR | SITECITY | SITE_STATE | SITEZIP | LEGAL_DESC | TAXCODE | PROP_CODE | PRPCD_DESC | LANDUSE | YEARBUILT | BLDGSQFT | BEDROOMS | FLOORS | UNITS | MKTVALYR1 | LANDVAL1 | BLDGVAL1 | TOTALVAL1 | MKTVALYR2 | LANDVAL2 | BLDGVAL2 | TOTALVAL2 | MKTVALYR3 | LANDVAL3 | BLDGVAL3 | TOTALVAL3 | SALEDATE | SALEPRICE | ACC_STATUS | A_T_SQFT | A_T_ACRES | COUNTY | SOURCE | PROPERTYID | OUT_ORDER |
2 | 4996.37000 | 1S2E15CB 1600 | R561204520 | HOST DEVELOPMENT INC | 8835 NE HANCOCK ST | PORTLAND | OR | 97212 | 10455 SE ELLIS ST | PORTLAND | OR | 97266 | MENTONE; LOT 11 BLOCK 32 | 703 | A | Vacant Land | RES | 2002 | 25440.00000 | 0.00000 | 25440.00000 | 2003 | 25950.00000 | 0.00000 | 25950.00000 | 2004 | A | 5000.00000 | 0.11478 | M | PORTLAND | R217150 | 402472.00000 | |||||||||||||
3 | 4996.60000 | 1S2E15CB 1700 | R561204570 | DOMME,JOHN P | 2636 SE GINO LN | MILWAUKIE | OR | 97222-7274 | 10444 SE ELLIS ST | PORTLAND | OR | 97266 | MENTONE; LOT 5 BLOCK 33 | 707 | B | Residential Improved | RES | 1923 | 594.00000 | 2.00000 | 2002 | 27190.00000 | 24350.00000 | 51540.00000 | 2003 | 43000.00000 | 25070.00000 | 68070.00000 | 2004 | A | 5000.00000 | 0.11478 | M | PORTLAND | R217155 | 403554.00000 | ||||||||||
4 | 14518.26000 | 1S2E15CB 2400 | R561205150 | DOMME,JOHN P | 2636 SE GINO LN | MILWAUKIE | OR | 97222-7274 | 10508 W/ SE ELLIS ST | PORTLAND | OR | 97266 | MENTONE; BLOCK 42 | 707 | A | Vacant Land | CVCL | 2002 | 30190.00000 | 0.00000 | 30190.00000 | 2003 | 30790.00000 | 0.00000 | 30790.00000 | 2004 | A | 14675.00000 | 0.33689 | M | PORTLAND | R217198 | 403368.00000 | |||||||||||||
5 | 43703.36000 | 1S2E15CB 2500 | R561205910 | DOMME,JOHN P | 2636 SE GINO LN | MILWAUKIE | OR | 97222-7274 | 10508 SE ELLIS ST | PORTLAND | OR | 97266 | MENTONE; BLOCK 53 | 707 | GA | Industrial General | CVCL | 2160.00000 | 2002 | 75650.00000 | 21240.00000 | 96890.00000 | 2003 | 78680.00000 | 22090.00000 | 100770.00000 | 2004 | A | 43560.00000 | 1.00000 | M | PORTLAND | R217215 | 403400.00000 | ||||||||||||
6 | 21614.93000 | 1S2E15CB 400 | R561205250 | DOMME,JOHN P | 2636 SE GINO LN | MILWAUKIE | OR | 97222-7274 | 10464 SE HAROLD ST | PORTLAND | OR | 97266 | MENTONE; W 1/2 OF BLOCK 44 | 703 | B | Residential Improved | RES | 1912 | 1340.00000 | 4.00000 | 2002 | 47500.00000 | 57440.00000 | 104940.00000 | 2003 | 80600.00000 | 51400.00000 | 132000.00000 | 2004 | A | 21630.00000 | 0.49655 | M | PORTLAND | R217201 | 401151.00000 | ||||||||||
7 | 16989.27000 | 1S2E15CB 500 | R561205180 | DOMME,JOHN P | 2636 SE GINO LN | MILWAUKIE | OR | 97222-7274 | 10454 SE HAROLD ST | PORTLAND | OR | 97266 | MENTONE; BLOCK 43 | 703 | A | Vacant Land | RES | 2002 | 33520.00000 | 0.00000 | 33520.00000 | 2003 | 34190.00000 | 0.00000 | 34190.00000 | 2004 | A | 15300.00000 | 0.35123 | M | PORTLAND | R217199 | 401163.00000 |
A | B | F | G | H | I | J | K | L | M | N | O | P | Q | S | T | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | Linear Footage | Assessment | Valuation | Ratio | ||||||||||||
2 | Preliminary Estimate | |||||||||||||||
3 | Seq | State ID (RNo) | Total | Assessable | Notes | Pct. | Project | Extra Work | Total | |||||||
4 | 3 | 1S2E15CB 1600 (R561204520) | 50.00 | 50.00 | 12.8% | $10,459.28 | $- | $10,459.28 | $25,950 | 2.5 | ||||||
5 | 6 | 1S2E15CB 1700 (R561204570) | 50.00 | 50.00 | 12.8% | $10,459.28 | $- | $10,459.28 | $68,070 | 6.5 | ||||||
6 | 4 | 1S2E15CB 2400 (R561205150) | 61.93 | 61.93 | A | 15.9% | $12,954.85 | $- | $12,954.85 | $30,790 | 2.4 | |||||
7 | 5 | 1S2E15CB 2500 (R561205910) | 83.07 | 83.07 | A | 21.3% | $17,377.04 | $- | $17,377.04 | $100,770 | 5.8 | |||||
8 | 1 | 1S2E15CB 400 (R561205250) | 84.41 | 84.41 | A | 21.6% | $17,657.35 | $- | $17,657.35 | $132,000 | 7.5 | |||||
9 | 2 | 1S2E15CB 500 (R561205180) | 60.59 | 60.59 | A | 15.5% | $12,674.55 | $- | $12,674.55 | $34,190 | 2.7 | |||||
10 | 2 | 390.00 | 390.00 | 100.0% | $81,582.35 | $- | $81,582.35 | $391,770 | 27.3 | |||||||
11 | Rate per assessable L.F.: | $ 209.185513 | ||||||||||||||
12 | O.K. | |||||||||||||||
13 | Notes: | |||||||||||||||
14 | A - Property does not currently abut SE Ellis Street east of 104th Avenue, but will do so after ROW dedication is complete. |
A | B | |
---|---|---|
1 | Design Engineering | $11,003 |
2 | Construction | $44,012 |
3 | Construction Engineering | $6,602 |
4 | Project Mgmt. & Financing | $4,012 |
5 | Contingency | $15,954 |
6 | Total | $81,582 |
A | B | C | D | E | F | I | |
---|---|---|---|---|---|---|---|
1 | CITY OF PORTLAND, OREGON | ||||||
2 | BUREAU OF TRANSPORTATION ENGINEERING AND DEVELOPMENT | ||||||
3 | |||||||
4 |
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5 | |||||||
6 | |||||||
7 | |||||||
8 | |||||||
9 | |||||||
10 | |||||||
11 | Construction | ||||||
12 | Construction Estimate | ||||||
13 | Project Work - Street Items | $40,187.49 | |||||
14 | Special Work - Street Items | $- | |||||
15 | Project Work - Storm Items | $3,824.10 | |||||
16 | Total | $44,011.59 | O.K. | ||||
17 | |||||||
18 | Engineering | ||||||
19 | Engineering Estimate | ||||||
20 | Design Engineering - Street Items | $10,046.87 | |||||
21 | Design Engineering - Storm Items | $956.03 | |||||
22 | Construction Engineering - Street Items | $6,028.12 | |||||
24 | Construction Engineering - Storm Items | $573.62 | |||||
25 | $17,604.64 | O.K. | |||||
26 | Project Management | ||||||
27 | Project Management | $2,200.58 | |||||
28 | $2,200.58 | O.K. | |||||
29 | |||||||
30 | Contingency | ||||||
31 | Project Work - Street Items | $14,567.96 | |||||
32 | Project Work - Storm Items | $1,386.24 | |||||
33 | Special Work - Street Items | $- | |||||
34 | $15,954.20 | O.K. | |||||
35 | |||||||
36 | Auditor's Costs | ||||||
37 | LID Construction Fund - Progress Payment Interest | $1,288.30 | |||||
38 | LID Construction Fund - Superintendence | $355.04 | |||||
39 | Recording | $168.00 | |||||
40 | $1,811.34 | ||||||
41 | |||||||
42 | Overhead | ||||||
43 | 24.26% on street items | $17,717.33 | |||||
44 | |||||||
45 | TOTAL PROJECT COSTS | $99,299.68 | O.K. | ||||
46 | |||||||
47 | Property Owner Share | ||||||
48 | Street Items - Project Work | $81,582.35 | |||||
49 | Street Items - Special Work | $- | |||||
50 | $81,582.35 | ||||||
51 |
52 | Portland Office of Transportation | ||||||
---|---|---|---|---|---|---|---|
53 | Absorption of overhead | $17,717.33 | |||||
54 | $17,717.33 | ||||||
55 | |||||||
56 | TOTAL PROJECT FUNDING | $99,299.68 |
A | B | C | D | E | F | I | J | K | L | M | N | O | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | 8.50% | inflation rate from 2000 | 3 | "AC | |||||||||
2 | CITY OF PORTLAND, OREGON | 8 | "Base | ||||||||||
3 | BUREAU OF TRANSPORTATION ENGINEERING AND DEVELOPMENT | 9.17E-01 | |||||||||||
4 | PRELIMINARY ENGINEER'S ESTIMATE | NOTES: | |||||||||||
5 | for the Lents III LID | Reedway | Ellis | Total | |||||||||
6 |
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||||||||||||
7 | Length | 0 | 170 | 170 | |||||||||
8 | curb to curb width | 0 | 26 | ||||||||||
9 | swale width | 0 | 9 | ||||||||||
10 | planter width | 0 | 4 | ||||||||||
11 | ###### BID ITEMS ###### | sidewalk width, N | 0 | 5 | |||||||||
12 | sidewalk width, S | 0 | 5 | ||||||||||
13 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | Driveways (18' width) | 0 | 0 | 0 | |||
14 | 1 | Mobilization (8%) | ls | 1.00 | $3,000.00 | $3,000.00 | |||||||
15 | 2 | Temporary Protection & Direction of Traffic (1%) | ls | 1.00 | $400.00 | $400.00 | A&B Curb Length | 7952 | |||||
16 | 3 | Temporary Signs | sy | 2.00 | $117.00 | $234.00 | 4% | job curb ratio | |||||
17 | 4 | Temporary Barricades | ea | 1.00 | $100.00 | $100.00 | |||||||
18 | 5 | Flaggers | hr | 9.00 | $41.00 | $369.00 | |||||||
19 | 6 | Temporary Erosion Control | ls | 0.00 | $200.00 | $- | |||||||
20 | 7 | Straw Bale Sediment Barrier | lf | 0.00 | $7.80 | $- | |||||||
21 | 8 | Silt Fence, Unsupported | lf | 340.00 | $3.30 | $1,122.00 | |||||||
22 | 9 | Gravel Construction Entrances | ea | 0.00 | $1,085.00 | $- | |||||||
23 | 10 | Removal of Structures & Obstructions (1%) | ls | 1.00 | $400.00 | $400.00 | |||||||
24 | 11 | Concrete Excavation | cy | 0.00 | $32.60 | $- | |||||||
25 | 12 | Sawcut Concrete | lf | 0.00 | $4.30 | $- | |||||||
26 | 13 | Sawcut Aspaltic Concrete | lf | 0.00 | $2.00 | $- | |||||||
27 | 14 | Clearing and Grubbing | ls | 1.00 | $3,060.00 | $3,060.00 | |||||||
28 | 15 | Contingent Tree Removal, 0" - 8" | ea | 0.00 | $217.00 | $- | |||||||
29 | 16 | Contingent Tree Removal, 8" - 20" | ea | 1.00 | $499.00 | $499.00 | |||||||
30 | 17 | Contingent Tree Removal, Over 20" | ea | 1.00 | $651.00 | $651.00 | |||||||
31 | 18 | Exploratory Tree Root Excavation | hr | 3.00 | $136.00 | $408.00 | |||||||
32 | 19 | Ditch Excavation | cy | 0.00 | $8.70 | $- | |||||||
33 | 20 | General Excavation | cy | 194.00 | $20.00 | $3,880.00 | |||||||
34 | 21 | General Excavation, drainage trench | cy | 63.00 | $25.00 | $1,575.00 | |||||||
35 | 22 | Embankment in Place | cy | 9.00 | $9.10 | $81.90 | |||||||
36 | 23 | Drainage Blanket (trench) | cy | 126.00 | $10.00 | $1,260.00 | |||||||
37 | 24 | 12" Subgrade Stabilization | sy | 98.00 | $7.80 | $764.40 | |||||||
38 | 25 | Watering | kgal | 0.00 | $51.00 | $- | Length | Width | Depth | ||||
39 | 26 | Drainage Geotextile | sy | 538.00 | $1.50 | $807.00 | 170 | 2.5 | 4 | ||||
40 | 27 | Subgrade Geotextile | sy | 98.00 | $1.10 | $107.80 | |||||||
41 | 28 | 3" Drain Pipe | lf | 0.00 | $18.40 | $- | |||||||
42 | 29 | 10" Inlet Lead Pipe - Complete | lf | 0.00 | $74.00 | $- | |||||||
43 | 30 | Extra for Pipe under Pavement | lf | 0.00 | $17.40 | $- | |||||||
44 | 31 | Concrete Inlets Type G-2 | ea | 0.00 | $1,085.00 | $- | |||||||
45 | 32 | Concrete Inlets Type CG-2 | ea | 0.00 | $1,190.00 | $- | |||||||
46 | 33 | Concrete Inlets Type D | ea | 0.00 | $1,140.00 | $- | |||||||
47 | 34 | Adjust Manholes | ea | 0.00 | $260.00 | $- | |||||||
48 | 35 | Reconstruct Manholes | ea | 0.00 | $980.00 | $- | |||||||
49 | 36 | Adjust Inlets | ea | 0.00 | $271.00 | $- | |||||||
50 | 37 | Adjust Boxes | ea | 0.00 | $233.00 | $- |
51 | 38 | Aggregate Base, 8" Thick | sy | 491.00 | $7.60 | $3,731.60 | |||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
52 | 39 | Aggregate Driveway Connection | sy | 0.00 | $13.60 | $- | |||||||
53 | 40 | Brick Paving | sf | 0.00 | $4.75 | $- | |||||||
54 | 41 | Std. Duty Cl. "B" Asphalt Concrete, 1 1/2" Thick. | sy | 491.00 | $5.30 | $2,602.30 | |||||||
55 | 42 | Std. Duty Cl. "C" Asphalt Concrete, 1 1/2" Thick | sy | 491.00 | $5.30 | $2,602.30 | |||||||
56 | 43 | Class "C" Asphalt Concrete in Temporary | ton | 0.00 | $82.00 | $- | |||||||
57 | 44 | Extra for Aspalt Approaches | ea | 0.00 | $434.00 | $- | |||||||
58 | 45 | Asphalt Driveway Connection | sy | 0.00 | $17.40 | $- | |||||||
59 | 46 | Asphalt Sidewalk | sy | 0.00 | $26.00 | $- | |||||||
60 | 47 | Concrete Walk | sy | 189.00 | $29.80 | $5,632.20 | |||||||
61 | 48 | Concrete Driveways | sy | 0.00 | $34.20 | $- | |||||||
62 | 49 | Concrete Driveway Connection | sy | 0.00 | $36.40 | $- | |||||||
63 | 50 | Concrete Curb Type C | lf | 340.00 | $10.85 | $3,689.00 | |||||||
64 | 51 | Concrete Curb Type A, Modified | lf | 0.00 | $14.90 | $- | |||||||
65 | 52 | Concrete Stairs | lf | 0.00 | $162.00 | $- | |||||||
66 | 53 | Remove & Re-install Existing Signs | ea | 0.00 | $103.00 | $- | |||||||
67 | 54 | Sign Support Footings | ea | 0.00 | $76.00 | $- | |||||||
68 | 55 | Single Post Slip Base Sign Supports | ea | 0.00 | $814.00 | $- | |||||||
69 | 56 | Pipe Sign Posts | ea | 0.00 | $87.00 | $- | |||||||
70 | 57 | Topsoil | cy | 59.00 | $27.10 | $1,598.90 | |||||||
71 | 58 | Seeding, Fertilizing & Mulching | sy | 264.00 | $1.60 | $422.40 | |||||||
72 | 59 | Seeded Lawn | sy | 0.00 | $2.90 | $- | |||||||
73 | 60 | Deciduous Trees,50mm | ea | 6.00 | $271.00 | $1,626.00 | |||||||
74 | 61 | Bark Mulch | cy | 0.00 | $446.00 | $- | |||||||
75 | 62 | Remove Fence | lf | 60.00 | $13.20 | $792.00 | |||||||
76 | 63 | Salvage & Re-install Fence | lf | 0.00 | $47.60 | $- | |||||||
77 | 64 | Relocate Mailbox & Post | ea | 0.00 | $98.00 | $- | |||||||
78 | 65 | Single Mailbox Supports | ea | 0.00 | $163.00 | $- | |||||||
79 | 66 | Multiple Mailbox Supports | ea | 0.00 | $298.00 | $- | |||||||
80 | 67 | Mailbox Concrete Collars | ea | 0.00 | $49.00 | $- | |||||||
81 | 68 | Size I Mail Box | ea | 0.00 | $18.40 | $- | |||||||
82 | 69 | Size II Mail Box | ea | 0.00 | $32.60 | $- | |||||||
83 | 70 | Tree Grates | ea | 0.00 | $380.00 | $- | |||||||
84 | 71 | Install Funding Sign | ea | 0.00 | $217.00 | $- | |||||||
85 | |||||||||||||
86 | TOTAL BID ITEMS | $41,415.80 | |||||||||||
87 | |||||||||||||
88 | ###### ANTICIPATED ITEMS ###### | ||||||||||||
89 | |||||||||||||
90 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | |||||||
91 | 72 | Right of Way Monumentation | ls | 1.00 | $- | $- | |||||||
92 | 73 | Erosion Control | ls | 1.00 | $- | $- | |||||||
93 | 74 | Geotextile | sy | 0.00 | $- | $- | |||||||
94 | 75 | Street Lighting | ls | 1.00 | $500.00 | $500.00 | |||||||
95 | 76 | Replace Sewer House Branch | lf | 0.00 | $- | $- | |||||||
96 | |||||||||||||
97 | TOTAL ANTICIPATED ITEMS | $500.00 | |||||||||||
98 | |||||||||||||
99 | |||||||||||||
100 |
101 | SCHEDULE SUMMARY | ||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
102 | |||||||||||||
103 | BID ITEMS | $41,415.80 | |||||||||||
104 | ANTICIPATED ITEMS | $500.00 | |||||||||||
105 | |||||||||||||
106 | SUBTOTAL | $41,915.80 | |||||||||||
107 | CONSTRUCTION CONTINGENCY | 5% | $2,095.79 | ||||||||||
108 | |||||||||||||
109 | TOTAL CONSTRUCTION | $44,011.59 | $129.45 | cost/linear front foot | |||||||||
110 | |||||||||||||
111 | PROJECT MANAGEMENT | 5% | $2,200.58 | ||||||||||
112 | DESIGN ENGINEERING | 25% | $11,002.90 | ||||||||||
113 | CONSTRUCTION MANAGEMENT | 15% | $6,601.74 | ||||||||||
114 | RIGHT-OF-WAY & PROPERTY ACQUISITION (COST + 20%) | $- | |||||||||||
115 | |||||||||||||
116 | TOTAL PROJECT MANAGEMENT & ENGINEERING | $19,805.22 | |||||||||||
117 | |||||||||||||
118 | SUBTOTAL | $63,816.81 | |||||||||||
119 | ESTIMATE CONTINGENCY | 25% | $15,954.20 | 25% | |||||||||
120 | OVERHEAD | $- | |||||||||||
121 | |||||||||||||
122 | TOTAL PROJECT ESTIMATE | $79,771.01 | $234.62 | cost/linear front foot |