A | B | C | D | E | F | G | |
---|---|---|---|---|---|---|---|
1 | |||||||
2 | STATE_ID | RNO | OWNER | Actual LF | Assessable LF | Actual SF | Assessable SF |
3 | Percent of Project Total: | Zone A | 6.4% | Zone B | 93.6% | ||
5 | Petition Support | ||||||
6 | 1N2E24 1500 | R942240630 | JPI DEVEL LIMITED PARTNERSHIP> | 38 | 0 | 0 | 0 |
7 | 1N2E24B 400 | R942240760 | L & W INVESTMENTS % DON WALTER | 11 | 0 | 0 | 0 |
8 | 1N2E13C 500 | R942130140 | TRAPOLD,ALVIN A & DARLENE M | 0 | 0 | 112,953 | 112,953 |
9 | 1N2E13C 600 | R942130110 | TRAPOLD,THOMAS A | 0 | 0 | 86,864 | 86,864 |
10 | 1N2E13C 700 | R942130130 | TRAPOLD,ALVIN A & DARLENE M | 0 | 0 | 87,214 | 87,214 |
11 | 1N2E13C 701 | R942130180 | TRAPOLD,THOMAS A & TRAPOLD,ALVIN A % TRAPOLD FARMS INC | 0 | 0 | 98,111 | 98,111 |
12 | 1N2E24B 100 | R942240450 | PORTLAND HABILITATION CENTER I | 0 | 0 | 563,923 | 487,565 |
13 | 1N2E24B 1900 | R942240420 | TRAPOLD FARMS | 0 | 0 | 806,739 | 806,739 |
14 | 1N2E24B 600 | R942240380 | BRYANT L L C % BRYANT,GUY P | 0 | 0 | 124,197 | 124,197 |
15 | 1N2E24B 700 | R942240310 | TRAPOLD,THOMAS A TR (FBO ELLY M TRAPOLD TRUST> | 0 | 0 | 271,183 | 271,628 |
17 | Withdrawn Petition Support | ||||||
18 | None | ||||||
20 | Waiver Support | ||||||
21 | None | ||||||
23 | Government Support | ||||||
24 | 1N2E13C 800 | R942130120 | PORTLAND CITY OF % BUREAU OF WATER WORKS ENG DIV REAL ESTATE SECTION | 0 | 0 | 46,869 | 46,869 |
26 | No Support | ||||||
27 | 1N2E24B 500 | R942240160 | TRAPOLD,THOMAS A TR (FBO ELLY M TRAPOLD TRUST> | 188 | 188 | 0 | 0 |
29 | TOTAL: | 12 | 237 | 188 | 2,198,053 | 2,122,140 | |
32 | 10 | 91.6% | Petition Support | 49 | 0 | 2,151,184 | 2,075,271 |
33 | 0 | 0.0% | Waiver Support | 0 | 0 | 0 | 0 |
34 | 1 | 2.1% | Government Support | 0 | 0 | 46,869 | 46,869 |
35 | 11 | 93.6% | Total Support | 49 | 0 | 2,198,053 | 2,122,140 |
36 | 0 | 0.0% | Withdrawn Petition Support | 0 | 0 | 0 | 0 |
37 | 1 | 6.4% | No Support | 188 | 188 | 0 | 0 |
38 | 12 | 100.0% | Total | 237 | 188 | 2,198,053 | 2,122,140 |
A | B | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | Zone A | |||||||||||||||
2 | Linear Footage | Assessment | ||||||||||||||
3 | % Total | Preliminary Estimate | ||||||||||||||
4 | Seq | State ID (RNo) | Total | Assessable | Notes | Zone | All | Project | Reallocated | Extra Work | Total | |||||
5 | 1 | 1N2E24 1500 (R942240630) | 38 | 38 | A, F | 16.0% | 1.3% | $22,918.59 | $(22,918.59) | $- | $- | |||||
6 | 2 | 1N2E24B 400 (R942240760) | 11 | 11 | A, F | 4.6% | 0.4% | $6,634.33 | $(6,634.33) | $- | $- | |||||
7 | 3 | 1N2E24B 500 (R942240160) | 188 | 188 | A, F | 79.3% | 6.4% | $113,386.70 | $- | $- | $113,386.70 | |||||
8 | 3 | 237 | 237 | 100.0% | 8.0% | $142,939.62 | $(29,552.92) | $- | $113,386.70 | |||||||
9 | Rate per assessable L.F.: | $603.12 | ||||||||||||||
11 | Zone B | |||||||||||||||
12 | Square Footage | Assessment | ||||||||||||||
13 | % Total | Preliminary Estimate | ||||||||||||||
14 | Seq | State ID (RNo) | Total | Assessable | Notes | Zone | All | Project | Reallocated | Extra Work | Total | |||||
15 | 4 | 1N2E13C 500 (R942130140) | 112,953 | 112,953 | D | 5.3% | 4.9% | $87,355.43 | $2,800.69 | $- | $90,156.12 | |||||
16 | 5 | 1N2E13C 600 (R942130110) | 86,864 | 86,864 | D | 4.1% | 3.8% | $67,178.76 | $2,153.81 | $- | $69,332.57 | |||||
17 | 6 | 1N2E13C 700 (R942130130) | 87,214 | 87,214 | D | 4.1% | 3.8% | $67,449.44 | $2,162.49 | $- | $69,611.93 | |||||
18 | 7 | 1N2E13C 701 (R942130180) | 98,111 | 98,111 | D | 4.6% | 4.3% | $75,876.94 | $2,432.68 | $- | $78,309.62 | |||||
19 | 8 | 1N2E13C 800 (R942130120) | 46,869 | 46,869 | B | 2.2% | 2.0% | $36,247.48 | $- | $- | $36,247.48 | |||||
20 | 9 | 1N2E24B 100 (R942240450) | 563,923 | 487,565 | C, E | 23.0% | 21.1% | $377,072.32 | $- | $- | $377,072.32 | |||||
21 | 10 | 1N2E24B 1900 (R942240420) | 806,739 | 806,739 | D | 38.0% | 35.0% | $623,914.64 | $20,003.25 | $- | $643,917.89 | |||||
22 | 11 | 1N2E24B 600 (R942240380) | 124,197 | 124,197 | 5.9% | 5.4% | $96,051.30 | $- | $- | $96,051.30 | ||||||
23 | 12 | 1N2E24B 700 (R942240310) | 271,183 | 271,628 | G | 12.8% | 11.8% | $210,071.27 | $- | $- | $210,071.27 | |||||
24 | 9 | 2,198,053 | 2,122,140 | 100.0% | 92.0% | $1,641,217.58 | $29,552.92 | $- | $1,670,770.50 | |||||||
25 | Rate per assessable S.F.: | $ 0.77337857 | ||||||||||||||
28 | Total Estimated Assessment: | $1,784,157.20 | $- | $1,784,157.20 | ||||||||||||
30 | Assessment Recap: | |||||||||||||||
31 | Prologis/Trapold/Bryant: | $1,341,284.48 | $29,552.92 | $1,370,837.40 | ||||||||||||
32 | PHC Industries: | $377,072.32 | $- | $377,072.32 | ||||||||||||
33 | Portland Water Bureau: | $36,247.48 | $- | $36,247.48 | ||||||||||||
34 | JPI + L&W: | $29,552.92 | $(29,552.92) | $- | ||||||||||||
36 | Notes: | |||||||||||||||
37 | A - Linear footage estimated without benefit of survey; may be adjusted in the Final Assessment Ordinance upon completion of survey. | |||||||||||||||
38 | B - Government property; automatically counted in favor. | |||||||||||||||
39 | C - 76,358 square feet of this property is in an environmental protection zone overlay and is therefore exempted from assessment. | |||||||||||||||
40 | D - 50% of the assessment for properties identified in F will be apportioned to these properties if Prologis voluntarily signs a waiver. | |||||||||||||||
41 | E - 50% of the assessment for properties identified in F will be apportioned to this property if Portland Habilitation Center voluntarily signs a waiver. | |||||||||||||||
42 | F - Assessment for these properties will be spread among properties identified in D and E respectively, if Prologis and Portland Habilitation Center voluntarily sign waivers. | |||||||||||||||
43 | G - Estimated assessment area includes result of lot line adjustment. |
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 | 543722.71000 | 1N2E24 1500 | R942240630 | JPI DEVEL LIMITED PARTNERSHIP> | 15 SW COLORADO AVE #G | BEND | OR | 97702 | 14811-15009 NE AIRPORT WAY | PORTLAND | OR | 97230 | SECTION 24 1 N 2 E; TL 1500 11.98 ACRES | 607 | WD | IND | 187051.00000 | 2002 | 1745320.00000 | 7406100.00000 | 9151420.00000 | 2003 | 1745320.00000 | 7406100.00000 | 9151420.00000 | 2004 | 03/01/1996 | 610881.00000 | A | 521849.00000 | 11.98000 | M | PORTLAND | R318577 | 216608.00000 | |||||||||||
3 | 50188.74000 | 1N2E24B 400 | R942240760 | L & W INVESTMENTS | % DON WALTER | 18000 SE SUNNYSIDE RD | BORING | OR | 97009 | 5131 NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 24 1 N 2 E; TL 400 1.17 ACRES | 607 | GA | Industrial General | CVCL | 22989.00000 | 2002 | 168960.00000 | 781040.00000 | 950000.00000 | 2003 | 168960.00000 | 781040.00000 | 950000.00000 | 2004 | A | 50965.00000 | 1.17000 | M | PORTLAND | R318583 | 217486.00000 | |||||||||||
4 | 115036.07000 | 1N2E24B 500 | R942240160 | TRAPOLD,THOMAS A TR | (FBO ELLY M TRAPOLD TRUST> | P O BOX 30114 | PORTLAND | OR | 97294-3100 | 5211 NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 24 1 N 2 E; TL 500 0.96 ACRES | 607 | MF | WHSE Wholesale/Showroom | CVCL | 10866.00000 | 2002 | 132830.00000 | 308200.00000 | 441030.00000 | 2003 | 132830.00000 | 308200.00000 | 441030.00000 | 2004 | A | 41818.00000 | 0.96000 | M | PORTLAND | R318541 | 216353.00000 | |||||||||||
5 | 112953.14000 | 1N2E13C 500 | R942130140 | TRAPOLD,ALVIN A & | DARLENE M | P O BOX 30114 | PORTLAND | OR | 97294-3100 | PORTLAND | OR | 97230 | SECTION 13 1N 2E; TL 500 2.59 ACRES | 607 | A | Vacant Land | G2 | 2002 | 0.00000 | 0.00000 | 0.00000 | 2003 | 0.00000 | 0.00000 | 0.00000 | 2004 | A | M | PORTLAND | R317110 | 210177.00000 | |||||||||||||||
6 | 86863.91000 | 1N2E13C 600 | R942130110 | TRAPOLD,THOMAS A | P O BOX 30114 | PORTLAND | OR | 97294-3100 | 14418 NE MARINE DR | PORTLAND | OR | 97230 | SECTION 13 1 N 2 E; TL 600 2.00 ACRES | 607 | B | Residential Improved | RES | 1950 | 1192.00000 | 3.00000 | 2002 | 129520.00000 | 35640.00000 | 165160.00000 | 2003 | 143770.00000 | 39560.00000 | 183330.00000 | 2004 | A | M | PORTLAND | R317107 | 210929.00000 | ||||||||||||
7 | 87213.72000 | 1N2E13C 700 | R942130130 | TRAPOLD,ALVIN A & | DARLENE M | P O BOX 30114 | PORTLAND | OR | 97294-3100 | 14510 NE MARINE DR | PORTLAND | OR | 97230 | SECTION 13 1N 2E; TL 700 1.82 ACRES | 607 | B | Residential Improved | NB | 1946 | 2077.00000 | 2.00000 | 2002 | 111600.00000 | 124110.00000 | 235710.00000 | 2003 | 123870.00000 | 137770.00000 | 261640.00000 | 2004 | A | M | PORTLAND | R317109 | 211218.00000 | |||||||||||
8 | 98110.89000 | 1N2E13C 701 | R942130180 | TRAPOLD,THOMAS A & | TRAPOLD,ALVIN A | % TRAPOLD FARMS INC | P O BOX 30114 | PORTLAND | OR | 97294-3100 | PORTLAND | OR | 97230 | SECTION 13 1N 2E; TL 701 2.36 ACRES | 607 | A | Vacant Land | G2 | 2002 | 0.00000 | 0.00000 | 0.00000 | 2003 | 0.00000 | 0.00000 | 0.00000 | 2004 | A | M | PORTLAND | R317112 | 211661.00000 | ||||||||||||||
9 | 46869.36000 | 1N2E13C 800 | R942130120 | PORTLAND CITY OF | % BUREAU OF WATER WORKS | ENG DIV REAL ESTATE SECTION | 1120 SW 5TH AVE #609 | PORTLAND | OR | 97204-1926 | 5601 NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 13 1N 2E; TL 800 1.07 ACRES | 607 | U | Misc Improvements | CVCL | 2002 | 136950.00000 | 249970.00000 | 386920.00000 | 2003 | 136950.00000 | 249970.00000 | 386920.00000 | 2004 | A | 47045.00000 | 1.08000 | M | PORTLAND | R317108 | 212202.00000 | |||||||||||
10 | 563922.82000 | 1N2E24B 100 | R942240450 | PORTLAND HABILITATION CENTER I | 5312 NE 148TH AVE | PORTLAND | OR | 97230-3438 | 5312 NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 24 1N 2E; TL 100 13.05 ACRES | 607 | MC | WHSE General/Light MFG>15000 SF | IND | 79192.00000 | 2002 | 2149740.00000 | 3340000.00000 | 5489740.00000 | 2003 | 2149740.00000 | 3340000.00000 | 5489740.00000 | 2004 | 08/01/1994 | 550000.00000 | A | 178439.00000 | 4.09640 | M | PORTLAND | R318563 | 212601.00000 | ||||||||||
11 | 806738.63000 | 1N2E24B 1900 | P200012613 | TRAPOLD FARMS | P O BOX 30114 | PORTLAND | OR | 97294 | 14510 NE MARINE DR | PORTLAND | OR | 97230 | MFD STRUCT SERIAL # UNKNOWN, X # 012613 ON REAL ACCT 1N2E24B -01900, PERSONAL MS, MANUFACTURED HOME ON REAL PROPERTY | 607 | MF | WHSE Wholesale/Showroom | 1962 | 460.00000 | 2002 | 0.00000 | 3600.00000 | 3600.00000 | 2003 | 0.00000 | 3600.00000 | 3600.00000 | 2004 | A | M | PORTLAND | M352931 | 211034.00000 | ||||||||||||||
12 | 124197.23000 | 1N2E24B 600 | R942240380 | BRYANT L L C | % BRYANT,GUY P | 6027 SE MAIN ST | PORTLAND | OR | 97215-2812 | 5303 NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 24 1 N 2 E; TL 600 2.87 ACRES | 607 | B | Residential Improved | NA | 1925 | 934.00000 | 2.00000 | 2002 | 78290.00000 | 110.00000 | 78400.00000 | 2003 | 86900.00000 | 120.00000 | 87020.00000 | 2004 | 12/01/1995 | 212529.00000 | A | M | PORTLAND | R318556 | 213399.00000 | |||||||||
13 | 271183.08000 | 1N2E24B 700 | R942240310 | TRAPOLD,THOMAS A TR | (FBO ELLY M TRAPOLD TRUST> | P O BOX 30114 | PORTLAND | OR | 97294-3100 | 5211 WI/ NE 148TH AVE | PORTLAND | OR | 97230 | SECTION 24 1 N 2 E; TL 700 7.64 ACRES | 607 | B | Residential Improved | NA | 1960 | 2311.00000 | 3.00000 | 2002 | 63440.00000 | 28430.00000 | 91870.00000 | 2003 | 70410.00000 | 31560.00000 | 101970.00000 | 2004 | A | M | PORTLAND | R318552 | 212916.00000 |
A | B | C | D | E | F | |
---|---|---|---|---|---|---|
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 | $704,956.05 | ||||
14 | Project Work - Storm Items | $214,368.00 | ||||
15 | Special Work - Street Items | $- | ||||
16 | Total | $919,324.05 | ||||
17 | ||||||
18 | Engineering | |||||
19 | Engineering Estimate | |||||
20 | Design Engineering - Street Items | $176,214.78 | ||||
21 | Design Engineering - Storm Items | $53,585.22 | ||||
22 | Construction Engineering - Street Items | $105,666.38 | ||||
24 | Construction Engineering - Storm Items | $32,133.62 | ||||
25 | $367,600.00 | |||||
26 | Project Management | |||||
27 | Project Management | $46,000.00 | ||||
28 | $46,000.00 | |||||
29 | ||||||
30 | Contingency | |||||
31 | Project Work - Street Items | $306,573.43 | ||||
32 | Project Work - Storm Items | $93,226.57 | ||||
33 | Special Work - Street Items | $- | ||||
34 | $399,800.00 | |||||
35 | ||||||
36 | Auditor's Costs | |||||
37 | LID Construction Fund - Progress Payment Interest | $43,318.10 | ||||
38 | LID Construction Fund - Superintendence | $7,779.07 | ||||
39 | Recording | $336.00 | ||||
40 | $51,433.17 | |||||
41 | ||||||
42 | Overhead | |||||
43 | 24.26% on street items | $324,941.02 | ||||
44 | ||||||
45 | TOTAL PROJECT COSTS | $2,109,098.24 | ||||
46 | ||||||
47 | Property Owner Share | |||||
48 | Street Items - Project Work | $1,784,157.22 | ||||
49 | Street Items - Special Work | $- | ||||
50 | $1,784,157.22 | |||||
51 |
52 | Portland Office of Transportation | |||||
---|---|---|---|---|---|---|
53 | Absorption of overhead | $324,941.02 | ||||
54 | $324,941.02 | |||||
55 | ||||||
56 | TOTAL PROJECT FUNDING | $2,109,098.24 |
A | B | C | D | E | F | |
---|---|---|---|---|---|---|
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 | $58,795.55 | ||||
14 | Project Work - Storm Items | $14,868.00 | ||||
15 | Special Work - Street Items | $- | ||||
16 | Total | $73,663.55 | ||||
17 | ||||||
18 | Engineering | |||||
19 | Engineering Estimate | |||||
20 | Design Engineering - Street Items | $14,686.21 | ||||
21 | Design Engineering - Storm Items | $3,713.79 | ||||
22 | Construction Engineering - Street Items | $8,779.80 | ||||
24 | Construction Engineering - Storm Items | $2,220.20 | ||||
25 | $29,400.00 | |||||
26 | Project Management | |||||
27 | Project Management | $3,700.00 | ||||
28 | $3,700.00 | |||||
29 | ||||||
30 | Contingency | |||||
31 | Project Work - Street Items | $25,541.23 | ||||
32 | Project Work - Storm Items | $6,458.77 | ||||
33 | Special Work - Street Items | $- | ||||
34 | $32,000.00 | |||||
35 | ||||||
36 | Auditor's Costs | |||||
37 | LID Construction Fund - Progress Payment Interest | $3,469.09 | ||||
38 | LID Construction Fund - Superintendence | $622.98 | ||||
39 | Recording | $84.00 | ||||
40 | $4,176.07 | |||||
41 | ||||||
42 | Overhead | |||||
43 | 24.26% on street items | $27,050.58 | ||||
44 | ||||||
45 | TOTAL PROJECT COSTS | $169,990.20 | ||||
46 | ||||||
47 | Property Owner Share | |||||
48 | Street Items - Project Work | $142,939.62 | ||||
49 | Street Items - Special Work | $- | ||||
50 | $142,939.62 | |||||
51 |
52 | Portland Office of Transportation | |||||
---|---|---|---|---|---|---|
53 | Absorption of overhead | $27,050.58 | ||||
54 | $27,050.58 | |||||
55 | ||||||
56 | TOTAL PROJECT FUNDING | $169,990.20 |
A | B | C | D | E | F | |
---|---|---|---|---|---|---|
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 | $646,160.50 | ||||
14 | Project Work - Storm Items | $199,500.00 | ||||
15 | Special Work - Street Items | $- | ||||
16 | Total | $845,660.50 | ||||
17 | ||||||
18 | Engineering | |||||
19 | Engineering Estimate | |||||
20 | Design Engineering - Street Items | $161,528.57 | ||||
21 | Design Engineering - Storm Items | $49,871.43 | ||||
22 | Construction Engineering - Street Items | $96,886.58 | ||||
24 | Construction Engineering - Storm Items | $29,913.42 | ||||
25 | $338,200.00 | |||||
26 | Project Management | |||||
27 | Project Management | $42,300.00 | ||||
28 | $42,300.00 | |||||
29 | ||||||
30 | Contingency | |||||
31 | Project Work - Street Items | $281,032.20 | ||||
32 | Project Work - Storm Items | $86,767.80 | ||||
33 | Special Work - Street Items | $- | ||||
34 | $367,800.00 | |||||
35 | ||||||
36 | Auditor's Costs | |||||
37 | LID Construction Fund - Progress Payment Interest | $39,849.01 | ||||
38 | LID Construction Fund - Superintendence | $7,156.09 | ||||
39 | Recording | $252.00 | ||||
40 | $47,257.10 | |||||
41 | ||||||
42 | Overhead | |||||
43 | 24.26% on street items | $297,890.44 | ||||
44 | ||||||
45 | TOTAL PROJECT COSTS | $1,939,108.04 | ||||
46 | ||||||
47 | Property Owner Share | |||||
48 | Street Items - Project Work | $1,641,217.60 | ||||
49 | Street Items - Special Work | $- | ||||
50 | $1,641,217.60 | |||||
51 |
52 | Portland Office of Transportation | |||||
---|---|---|---|---|---|---|
53 | Absorption of overhead | $297,890.44 | ||||
54 | $297,890.44 | |||||
55 | ||||||
56 | TOTAL PROJECT FUNDING | $1,939,108.04 |
A | B | C | D | E | F | I | |
---|---|---|---|---|---|---|---|
1 | |||||||
2 | CITY OF PORTLAND, OREGON | ||||||
3 | BUREAU OF TRANSPORTATION ENGINEERING AND DEVELOPMENT | ||||||
4 | PRELIMINARY ENGINEER'S ESTIMATE | ||||||
5 | for * | ||||||
6 | |||||||
7 |
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8 | |||||||
9 | |||||||
10 | |||||||
11 | |||||||
12 | |||||||
13 | ###### BID ITEMS ###### | ||||||
14 | |||||||
15 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | |
16 | 1 | Mobilization (8%) | ls | 1.00 | $50,900.00 | $50,900.00 | |
17 | 2 | Temporary Protection & Dir. of Traffic (4%) | ls | 1.00 | $25,400.00 | $25,400.00 | |
18 | 3 | Temporary Signs | sqft | 180.00 | $17.25 | $3,105.00 | |
19 | 4 | Temporary Barricades, Type III | each | 6.00 | $140.00 | $840.00 | |
20 | 5 | Temporary Concrete Barrier, Reflectorized | foot | $14.40 | $- | ||
21 | 6 | Move Temporary Concrete Barrier | foot | $4.10 | $- | ||
22 | 7 | Temporary Impact Attenuator | each | $2,700.00 | $- | ||
23 | 8 | Temporary Plastic Drums | each | $49.00 | $- | ||
24 | 9 | Temporary Reflective Pavement Markers | each | $2.50 | $- | ||
25 | 8 | Temporary Flexible Pavement Markers | each | $1.25 | $- | ||
26 | 9 | Temporary Striping | foot | $0.20 | $- | ||
27 | 10 | Stripe Removal | foot | $0.65 | $- | gutting entire road | |
28 | 11 | Striping & Stripe Removal Mobilization | each | 1.00 | $345.00 | $345.00 | |
29 | 12 | Sequential Arrow Sign | each | $3,155.00 | $- | ||
30 | 13 | Portable Changeable Message Signs | each | $11,400.00 | $- | ||
31 | 14 | Flaggers | hour | 100.00 | $33.00 | $3,300.00 | |
32 | 15 | Temporary Pedestrian Walkway | foot | $20.00 | $- | ||
33 | 16 | Temporary Type Orange Plastic Mesh Fence | foot | $1.55 | $- | ||
34 | 17 | Erosion Control | ls | 1.00 | $500.00 | $500.00 | |
35 | 18 | Construction Entrances | each | 2.00 | $735.00 | $1,470.00 | one each end |
36 | 19 | Inlet Protection | each | 2.00 | $85.00 | $170.00 | |
37 | 20 | Biofilter Bags | each | $10.75 | $- | ||
38 | 21 | Sediment Fence, Supported | foot | $3.70 | $- | ||
39 | 22 | Sediment Fence, Unsupported | foot | 1,720.00 | $2.50 | $4,300.00 | 860' x 2 |
40 | 23 | Plastic Sheeting | sqft | $0.50 | $- | ||
41 | 24 | Matting | sqft | $0.20 | $- | ||
42 | 25 | Removal of Structures & Obstructions (3%) | ls | 1.00 | $19,100.00 | $19,100.00 | |
43 | 26 | Removal of Curbs | foot | $3.05 | $- | ||
44 | 27 | Removal of Fences | foot | 450.00 | $2.45 | $1,102.50 | Byrant Property |
45 | 28 | Removal of Inlets | each | $219.00 | $- | ||
46 | 29 | Removal of Manholes | each | $795.00 | $- | ||
47 | 30 | Removal of Pipes | foot | $10.35 | $- | ||
48 | 31 | Removal of Railroad Track and Ties | foot | $16.75 | $- | ||
49 | 32 | Removal of Surfacings | sqyd | $3.40 | $- | ||
50 | 33 | Removal of Walks and Driveways | sqyd | $9.70 | $- |
51 | 34 | Removal of Cobblestones | sqyd | $7.00 | $- | ||
---|---|---|---|---|---|---|---|
52 | 35 | Asphalt Pavement Cutting | foot | 300.00 | $4.50 | $1,350.00 | |
53 | 36 | Concrete Sawing | foot | $3.80 | $- | ||
54 | 37 | Clearing and Grubbing | ls | 1.00 | $1,000.00 | $1,000.00 | |
55 | 38 | Ditch Excavation | cuyd | $8.00 | $- | ||
56 | 39 | General Excavation | cuyd | 1,200.00 | $13.75 | $16,500.00 | |
57 | 40 | Surcharge Excavation | cuyd | 1,700.00 | $2.00 | $3,400.00 | See Proj 3153 |
58 | 41 | Embankment in Place | cuyd | 10,344.00 | $13.00 | $134,472.00 | See Proj 3153 |
59 | 42 | Settlement Plates | each | 3.00 | $400.00 | $1,200.00 | |
60 | 43 | 12 Inch Subgrade Stabilization | sqyd | 440.00 | $10.50 | $4,620.00 | 10% of area = 860'x46'x0.10 |
61 | 44 | 12 Inch Surfacing Stabilization | sqyd | $24.90 | $- | ||
62 | 45 | Aggregate Ditch Lining | sqyd | $12.50 | $- | ||
63 | 46 | Watering | mgal | $26.50 | $- | ||
64 | 47 | Drainage Geotextile, Type 2 | sqyd | $1.80 | $- | ||
65 | 48 | Embankment Geotextile | sqyd | $1.00 | $- | ||
66 | 49 | Subgrade Geotextile | sqyd | 4,586.00 | $1.10 | $5,044.60 | |
67 | 50 | Granular Drainage Blanket | ton | $36.00 | $- | ||
68 | 51 | Filter Blanket | sqyd | $27.35 | $- | ||
69 | 52 | Loose Riprap, Class 50 | cuyd | $77.00 | $- | ||
70 | 53 | Loose Riprap, Class 100 | cuyd | 85.00 | $80.00 | $6,800.00 | # from 158th project |
71 | 54 | 3 Inch Drain Pipe | foot | $10.50 | $- | ||
72 | 55 | 12 Inch Culvert Pipe, 5 ft Depth | foot | $39.00 | $- | ||
73 | 56 | 8 Inch Sanitary Pipe, 10 ft Depth | foot | $61.00 | $- | ||
74 | 57 | 10 Inch Sanitary Pipe, 10 ft Depth | foot | $73.00 | $- | ||
75 | 58 | 6 Inch Storm Pipe, 5 ft Depth | foot | $27.00 | $- | ||
76 | 59 | 8 Inch Storm Pipe, 5 ft Depth | foot | $29.90 | $- | ||
77 | 60 | 10 Inch Storm Pipe, 5 ft Depth | foot | 230.00 | $31.40 | $7,222.00 | |
78 | 61 | 12 Inch Storm Pipe, 5 ft Depth | foot | $32.90 | $- | ||
79 | 62 | 12 Inch Storm Pipe, 10 ft Depth | foot | $37.90 | $- | Dave N. will furnish? | |
80 | 63 | 15 Inch Storm Pipe, 5 ft Depth | foot | $30.90 | $- | ||
81 | 64 | 15 Inch Storm Pipe, 10 ft Depth | foot | $35.90 | $- | ||
82 | 65 | 18 Inch Storm Pipe, 5 ft Depth | foot | $42.15 | $- | ||
83 | 66 | 18 Inch Storm Pipe, 10 ft Depth | foot | $47.15 | $- | ||
84 | 67 | Concrete Closure Collar | each | $450.00 | $- | ||
85 | 68 | TV Pipe Inspection | foot | $1.25 | $- | ||
86 | 69 | Water Quality Pond | each | $100,000.00 | $- | ||
87 | 70 | Water Quality System Loop | each | $50,000.00 | $- | ||
88 | 71 | Concrete Sanitary Sewer Manholes | each | $3,000.00 | $- | ||
89 | 72 | Concrete Storm Sewer Manholes | each | $2,355.00 | $- | Dave N. will furnish? | |
90 | 73 | Concrete Manholes, Sedimentation | each | $6,165.00 | $- | Dave N. will furnish? | |
91 | 74 | Concrete Inlets Type CG-1 | each | $1,100.00 | $- | ||
92 | 75 | Concrete Inlets Type CG-2 | each | $1,188.00 | $- | ||
93 | 76 | Concrete Inlets Type D | each | $1,140.00 | $- | ||
94 | 77 | Concrete Inlets Type G-1 | each | $1,025.00 | $- | ||
95 | 78 | Concrete Inlets Type G-2 | each | 10.00 | $1,065.00 | $10,650.00 | Bike lanes - use G2 |
96 | 79 | Concrete Inlets Type G-2MA | each | $1,150.00 | $- | ||
97 | 80 | Catch Basin | each | $790.00 | $- | ||
98 | 81 | Drainage Curbs | foot | $4.25 | $- | ||
99 | 82 | Adjust Boxes | each | $235.00 | $- | ||
100 | 83 | Adjust Inlets | each | $500.00 | $- |
101 | 84 | Minor Adjustment of Manholes | each | $520.00 | $- | ||
---|---|---|---|---|---|---|---|
102 | 85 | Major Adjustment of Manholes | each | $1,415.00 | $- | ||
103 | 86 | Trench Resurfacing | sqyd | $45.00 | $- | No resurface - new road | |
104 | 87 | Shoring, Cribbing & Cofferdams | ls | $- | $- | ||
105 | 88 | Structural Excavation | cuyd | $32.15 | $- | ||
106 | 89 | Granular Wall Backfill | cuyd | $38.45 | $- | ||
107 | 90 | Granular Structural Backfill | cuyd | $32.30 | $- | ||
108 | 91 | Ornamental Protective Screening | foot | $125.90 | $- | ||
109 | 92 | Retaining Wall, Cast-In-Place | sqft | $35.00 | $- | ||
110 | 93 | Retaining Wall, Gabion | sqft | $19.15 | $- | ||
111 | 94 | Retaining Wall, Prefabricated Modular | sqft | $55.75 | $- | ||
112 | 95 | Retaining Wall, Conventional Segmental | sqft | $22.30 | $- | ||
113 | 96 | Retaining Wall, MSE | sqft | $28.15 | $- | ||
114 | 97 | Bridge | sqft | $125.00 | $- | ||
115 | 98 | Sound Walls | sqft | $12.10 | $- | ||
116 | 99 | Concrete Arch Culvert | foot | 70.00 | $975.00 | $68,250.00 | |
117 | 100 | Cold Plane Pavement Removal, 2 Inch Deep | sqft | $0.17 | $- | ||
118 | 101 | 3/4 Inch - 0 Aggregate Base | ton | $18.00 | $- | ||
119 | 102 | 1-1/2 Inch - 0 Aggregate Base | ton | 4,276.00 | $14.90 | $63,712.40 | |
120 | 103 | Level 1, 1/2 inch Dense HMAC Mixture in Temp | ton | $55.00 | $- | ||
121 | 104 | Level 2, 1/2 inch Dense HMAC Mixture | ton | $41.85 | $- | ||
122 | 105 | Level 3, 1/2 inch Dense HMAC Mixture | ton | 2,050.00 | $36.75 | $75,337.50 | |
123 | 106 | Level 3, 3/4 inch Open HMAC Mixture | ton | $44.25 | $- | ||
124 | 107 | Level 3, 3/4 inch ATPB HMAC Mixture | ton | $43.00 | $- | ||
125 | 108 | PG 64-22 Asphalt in HMAC | ton | $197.00 | $- | ||
126 | 109 | PG 70-22 Asphalt in HMAC | ton | $239.00 | $- | ||
127 | 110 | Extra for Asphalt Approaches | each | $371.00 | $- | ||
128 | 111 | Plain Concrete Pvmt., Undowelled, 11" Thick | sqyd | $27.00 | $- | ||
129 | 112 | Pervious Conc. Pvmt., Undowelled, 10" Thick | sqyd | $58.00 | $- | ||
130 | 113 | Curb and Gutter Concrete Curbs | foot | $13.00 | $- | ||
131 | 114 | Standard Curb Concrete Curbs | foot | 1,720.00 | $8.40 | $14,448.00 | 860' x 2 |
132 | 115 | Concrete Island | sqft | $5.40 | $- | ||
133 | 116 | Concrete Driveway | sqft | 600.00 | $3.50 | $2,100.00 | PHC 2 dways = 30' x 10' x 2 |
134 | 117 | Concrete Driveway, Reinforced | sqft | $4.10 | $- | ||
135 | 118 | Concrete Walk | sqft | 10,350.00 | $2.80 | $28,980.00 | |
136 | 119 | Monolithic Curb & Sidewalk | sqft | $4.80 | $- | ||
137 | 120 | 6 Inch Concrete Surfacing | sqft | $8.70 | $- | ||
138 | 121 | Concrete Stairs | cuyd | $1,230.00 | $- | ||
139 | 122 | Concrete Sidewalk Ramps | each | $930.00 | $- | ||
140 | 123 | Concrete Bus Shelter Pad | each | $500.00 | $- | ||
141 | 124 | Unit Pavers | sqft | $8.95 | $- | ||
142 | 125 | Concrete Pavers | sqft | $4.50 | $- | ||
143 | 126 | Pavement Legend, Type B: Arrows | each | 6.00 | $163.00 | $978.00 | See 158th Ave Proj |
144 | 127 | Pavement Legend, Type B: Only | each | $310.00 | $- | ||
145 | 128 | Pvmt. Legend, Type B: Bicycle Lane Symbols | each | 6.00 | $150.00 | $900.00 | See 158th Ave Proj |
146 | 129 | Pavement Line, Type A | sqft | 2,365.00 | $2.75 | $6,503.75 | (860' x 8" x 2) + (860' x 4" x 2) + (860' x 9' / 24' x 2) |
147 | 130 | Bi-directional Yellow Type I Markers | each | $3.70 | $- | ||
148 | 131 | White Type II Markers | each | $3.50 | $- | ||
149 | 132 | Remove Existing Signs | ls | $100.00 | $- | ||
150 | 133 | Remove & Re-install Existing Signs | ls | $20.00 | $- |
151 | 134 | Sign Support Footings | ls | 6.00 | $70.00 | $420.00 | Assume $70 each |
---|---|---|---|---|---|---|---|
152 | 135 | Signal Pole Mounts | ls | $500.00 | $- | ||
153 | 136 | Pipe Sign Posts | ls | 6.00 | $114.00 | $684.00 | Assume $114 each |
154 | 137 | Single Post Breakaway Sign Supports | ls | $750.00 | $- | ||
155 | 138 | Type G Signs in Place | sqft | 54.00 | $23.50 | $1,269.00 | Assume 6 signs x 9 sf |
156 | 139 | Type R Signs in Place | sqft | $17.65 | $- | ||
157 | 140 | Type W1 Signs in Place | sqft | $17.75 | $- | ||
158 | 141 | Type W2 Signs in Place | sqft | $21.85 | $- | ||
159 | 142 | Type Y1 Signs in Place | sqft | $15.60 | $- | ||
160 | 143 | Type Y2 Signs in Place | sqft | $16.05 | $- | ||
161 | 144 | Pole Foundations | ls | $580.00 | $- | PGE will relocate poles | |
162 | 145 | Light Poles, Fixed Base | ls | $1,090.00 | $- | ||
163 | 146 | Light Pole Arms | ls | $270.00 | $- | ||
164 | 147 | Luminaires, Lamps & Ballasts | ls | $690.00 | $- | ||
165 | 148 | Switching, Conduit, Wiring | ls | $2,905.00 | $- | ||
166 | 149 | Traffic Signal Installation | each | $102,300.00 | $- | ||
167 | 150 | Fire Preemption System | each | $7,100.00 | $- | ||
168 | 151 | Model 170 Controller Equipment | each | $6,550.00 | $- | ||
169 | 152 | Loop Detector Installation | each | $9,320.00 | $- | ||
170 | 153 | Permanent Seeding | acre | 0.40 | $1,245.00 | $498.00 | Embank = .5BH = 550' x 30' / 2 x 2 sides / 43560 |
171 | 154 | Lawn Seeding | sqyd | $2.70 | |||
172 | 155 | Topsoil | cuyd | 305.00 | $19.05 | $5,810.25 | Embank = .5BH = 550' x 30' / 2 x 6" / 12 / 27 x 2 sides |
173 | 156 | Soil Conditioner | cuyd | $21.50 | $- | ||
174 | 157 | Deciduous Trees, 2-1/2 Inch Caliper | each | 56.00 | $288.00 | $16,128.00 | 860' / 30' x 2 |
175 | 158 | Deciduous Trees, 3 Inch Caliper | each | $315.00 | $- | ||
176 | 159 | Shrubs, No. 1 Container | each | $5.75 | $- | ||
177 | 160 | Ground Covers, No. 1 Containers | each | $4.10 | $- | ||
178 | 161 | Sod Lawn | sqyd | $8.20 | $- | ||
179 | 162 | Bark Mulch | cuyd | 85.00 | $25.30 | $2,150.50 | 860' x 4' x 4" / 12 / 27 x 2 |
180 | 163 | Plant Establishment Work | ls | 1.00 | $5,600.00 | $5,600.00 | |
181 | 164 | Additional Establishment Work | year | $- | $- | ||
182 | 165 | Tree Grates | each | $875.00 | $- | ||
183 | 166 | Irrigation System | ls | $- | $- | ||
184 | 167 | 8-inch Ductile Iron Pipe | foot | $38.60 | $- | ||
185 | 168 | Hydrant Assembly | each | $2,250.00 | $- | ||
186 | 169 | Water Service Branches | each | $860.00 | $- | ||
187 | 170 | Stormwater Sewrs and Treatment | ls | 1.00 | $135,000.00 | $135,000.00 | Adjusted BES number |
188 | |||||||
189 | TOTAL BID ITEMS | $731,560.50 | |||||
190 | |||||||
191 | ###### ANTICIPATED ITEMS ###### | ||||||
192 | |||||||
193 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | |
194 | 171 | Right of Way Monumentation | ls | 1.00 | $3,000.00 | $3,000.00 | |
195 | 172 | Adjust Water Facilities - Fire Hydrant | each | 1.00 | $7,500.00 | $7,500.00 | FH at PHC |
196 | 173 | Adjust Water Facilities - Meter | each | 2.00 | $1,000.00 | $2,000.00 | |
197 | 174 | Street Lighting - Upgrade Luminaries | each | 7.00 | $350.00 | $2,450.00 | PGE relocate 7 poles |
198 | 175 | Street Lighting - Install Arms and Luminaries | each | 7.00 | $550.00 | $3,850.00 | |
199 | 176 | Public Relations | ls | 0.00 | $- | $- | |
200 | 177 | Railroad Protection Services | ls | 0.00 | $- | $- |
201 | 178 | Rock Excavation | cuyd | 0.00 | $106.00 | $- | |
---|---|---|---|---|---|---|---|
202 | 179 | Replace Sewer House Branch | foot | 0.00 | $50.00 | $- | |
203 | 180 | Remove Existing Slough Crossing (Culvert) | ls | 1.00 | $5,000.00 | $5,000.00 | |
204 | 181 | EP zone Mitigation | ls | 1.00 | $50,000.00 | $50,000.00 | |
205 | |||||||
206 | TOTAL ANTICIPATED ITEMS | $73,800.00 | |||||
207 | |||||||
208 | |||||||
209 | |||||||
210 | SCHEDULE SUMMARY | ||||||
211 | |||||||
212 | BID ITEMS | $731,560.50 | |||||
213 | ANTICIPATED ITEMS | $73,800.00 | |||||
214 | |||||||
215 | SUBTOTAL | $805,360.50 | |||||
216 | CONSTRUCTION CONTINGENCY (5%) | $40,300.00 | |||||
217 | |||||||
218 | TOTAL CONSTRUCTION | $845,660.50 | |||||
219 | |||||||
220 | PROJECT MANAGEMENT (5%) | $42,300.00 | |||||
221 | DESIGN ENGINEERING (25%) | $211,400.00 | |||||
222 | CONSTRUCTION MANAGEMENT (15%) | $126,800.00 | |||||
223 | RIGHT-OF-WAY & PROPERTY ACQUISITION | $- | |||||
224 | RIGHT-OF-WAY CONTINGENCY ( 20%) | $- | |||||
225 | |||||||
226 | TOTAL PROJECT MANAGEMENT, ENGINEERING, & R/W | $380,500.00 | |||||
227 | |||||||
228 | SUBTOTAL CONTRACT, ENGINEERING, R/W | $1,226,160.50 | |||||
229 | ESTIMATE CONTINGENCY (30%) | $367,800.00 | |||||
230 | OVERHEAD (VARIES 25% TO 40%) | $- | |||||
231 | |||||||
232 | TOTAL PROJECT ESTIMATE | $1,593,960.50 | |||||
233 | |||||||
234 | PROJECT BUDGET | $- | |||||
235 | |||||||
236 | |||||||
237 | |||||||
238 | |||||||
239 | BES Costs | ||||||
240 | |||||||
241 | Mobilization | $10,800.00 | $10,800.00 | ||||
242 | Traffic Control | $5,400.00 | $5,400.00 | ||||
243 | Construction Costs (adjusted) | $135,000.00 | |||||
244 | |||||||
245 | |||||||
246 | SCHEDULE SUMMARY | ||||||
247 | |||||||
248 | BID ITEMS | $151,200.00 | |||||
249 | ANTICIPATED ITEMS | $5,000.00 | |||||
250 |
251 | SUBTOTAL | $156,200.00 | |||||
---|---|---|---|---|---|---|---|
252 | CONSTRUCTION CONTINGENCY (5%) | $7,800.00 | |||||
253 | |||||||
254 | TOTAL CONSTRUCTION | $164,000.00 | |||||
255 | |||||||
256 | PROJECT MANAGEMENT (5%) | $8,200.00 | |||||
257 | DESIGN ENGINEERING (25%) | $41,000.00 | |||||
258 | CONSTRUCTION MANAGEMENT (15%) | $24,600.00 | |||||
259 | RIGHT-OF-WAY & PROPERTY ACQUISITION | $- | |||||
260 | RIGHT-OF-WAY CONTINGENCY ( 20%) | $- | |||||
261 | |||||||
262 | TOTAL PROJECT MANAGEMENT, ENGINEERING, & R/W | $73,800.00 | |||||
263 | |||||||
264 | SUBTOTAL CONTRACT, ENGINEERING, R/W | $237,800.00 | |||||
265 | ESTIMATE CONTINGENCY (20%) | $47,600.00 | |||||
266 | OVERHEAD (VARIES 25% TO 40%) | $- | |||||
267 | |||||||
268 | TOTAL PROJECT ESTIMATE | $285,400.00 |
A | B | C | D | E | F | I | J | |
---|---|---|---|---|---|---|---|---|
1 | ||||||||
2 | CITY OF PORTLAND, OREGON | |||||||
3 | BUREAU OF TRANSPORTATION ENGINEERING AND DEVELOPMENT | |||||||
4 | PRELIMINARY ENGINEER'S ESTIMATE | |||||||
5 | for * | |||||||
6 | ||||||||
7 |
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|||||||
8 | ||||||||
9 | ||||||||
10 | ||||||||
11 | ||||||||
12 | ||||||||
13 | ###### BID ITEMS ###### | |||||||
14 | ||||||||
15 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | ||
16 | 1 | Mobilization (8%) | ls | 1.00 | $4,700.00 | $4,700.00 | 1.00 | |
17 | 2 | Temporary Protection & Dir. of Traffic (4%) | ls | 1.00 | $2,400.00 | $2,400.00 | 1.00 | |
18 | 3 | Temporary Signs | sqft | 54.00 | $17.25 | $931.50 | Assume 6 signs | 20.00 |
19 | 4 | Temporary Barricades, Type III | each | 6.00 | $140.00 | $840.00 | 6.00 | |
20 | 5 | Temporary Concrete Barrier, Reflectorized | foot | $14.40 | $- | |||
21 | 6 | Move Temporary Concrete Barrier | foot | $4.10 | $- | |||
22 | 7 | Temporary Impact Attenuator | each | $2,700.00 | $- | 20.00 | ||
23 | 8 | Temporary Plastic Drums | each | $49.00 | $- | |||
24 | 9 | Temporary Reflective Pavement Markers | each | $2.50 | $- | |||
25 | 8 | Temporary Flexible Pavement Markers | each | $1.25 | $- | |||
26 | 9 | Temporary Striping | foot | $0.20 | $- | |||
27 | 10 | Stripe Removal | foot | $0.65 | $- | 100.00 | ||
28 | 11 | Striping & Stripe Removal Mobilization | each | 1.00 | $345.00 | $345.00 | ||
29 | 12 | Sequential Arrow Sign | each | $3,155.00 | $- | |||
30 | 13 | Portable Changeable Message Signs | each | $11,400.00 | $- | 2.00 | ||
31 | 14 | Flaggers | hour | 80.00 | $33.00 | $2,640.00 | 5 days x 8 x 2 | |
32 | 15 | Temporary Pedestrian Walkway | foot | $20.00 | $- | |||
33 | 16 | Temporary Type Orange Plastic Mesh Fence | foot | $1.55 | $- | 1.00 | ||
34 | 17 | Erosion Control | ls | 1.00 | $- | |||
35 | 18 | Construction Entrances | each | $735.00 | $- | 1.00 | ||
36 | 19 | Inlet Protection | each | 2.00 | $85.00 | $170.00 | ||
37 | 20 | Biofilter Bags | each | $10.75 | $- | 1,200.00 | ||
38 | 21 | Sediment Fence, Supported | foot | $3.70 | $- | |||
39 | 22 | Sediment Fence, Unsupported | foot | $2.50 | $- | 10,340.00 | ||
40 | 23 | Plastic Sheeting | sqft | $0.50 | $- | 4.00 | ||
41 | 24 | Matting | sqft | $0.20 | $- | 440.00 | ||
42 | 25 | Removal of Structures & Obstructions (3%) | ls | 1.00 | $1,800.00 | $1,800.00 | ||
43 | 26 | Removal of Curbs | foot | $3.05 | $- | 4,586.00 | ||
44 | 27 | Removal of Fences | foot | $2.45 | $- | 1.00 | ||
45 | 28 | Removal of Inlets | each | $219.00 | $- | 85.00 | ||
46 | 29 | Removal of Manholes | each | $795.00 | $- | |||
47 | 30 | Removal of Pipes | foot | $10.35 | $- | |||
48 | 31 | Removal of Railroad Track and Ties | foot | $16.75 | $- | |||
49 | 32 | Removal of Surfacings | sqyd | $3.40 | $- | |||
50 | 33 | Removal of Walks and Driveways | sqyd | $9.70 | $- |
51 | 34 | Removal of Cobblestones | sqyd | $7.00 | $- | |||
---|---|---|---|---|---|---|---|---|
52 | 35 | Asphalt Pavement Cutting | foot | 50.00 | $4.50 | $225.00 | ||
53 | 36 | Concrete Sawing | foot | $3.80 | $- | |||
54 | 37 | Clearing and Grubbing | ls | 1.00 | $200.00 | $200.00 | ||
55 | 38 | Ditch Excavation | cuyd | $8.00 | $- | |||
56 | 39 | General Excavation | cuyd | 295.00 | $13.75 | $4,056.25 | ||
57 | 40 | Surcharge Excavation | cuyd | $2.00 | $- | See Proj 3153 | ||
58 | 41 | Embankment in Place | cuyd | $13.00 | $- | See Proj 3153 | ||
59 | 42 | Settlement Plates | each | $400.00 | $- | |||
60 | 43 | 12 Inch Subgrade Stabilization | sqyd | 40.00 | $10.50 | $420.00 | 10% of area = 160' x 23' x 0.10 / 9 | 230.00 |
61 | 44 | 12 Inch Surfacing Stabilization | sqyd | $24.90 | $- | |||
62 | 45 | Aggregate Ditch Lining | sqyd | $12.50 | $- | |||
63 | 46 | Watering | mgal | $26.50 | $- | |||
64 | 47 | Drainage Geotextile, Type 2 | sqyd | $1.80 | $- | |||
65 | 48 | Embankment Geotextile | sqyd | $1.00 | $- | 540.00 | ||
66 | 49 | Subgrade Geotextile | sqyd | 410.00 | $1.10 | $451.00 | ||
67 | 50 | Granular Drainage Blanket | ton | $36.00 | $- | |||
68 | 51 | Filter Blanket | sqyd | $27.35 | $- | |||
69 | 52 | Loose Riprap, Class 50 | cuyd | $77.00 | $- | |||
70 | 53 | Loose Riprap, Class 100 | cuyd | $80.00 | $- | # from 158th project | ||
71 | 54 | 3 Inch Drain Pipe | foot | $10.50 | $- | |||
72 | 55 | 12 Inch Culvert Pipe, 5 ft Depth | foot | $39.00 | $- | 2.00 | ||
73 | 56 | 8 Inch Sanitary Pipe, 10 ft Depth | foot | $61.00 | $- | |||
74 | 57 | 10 Inch Sanitary Pipe, 10 ft Depth | foot | $73.00 | $- | |||
75 | 58 | 6 Inch Storm Pipe, 5 ft Depth | foot | $27.00 | $- | 5.00 | ||
76 | 59 | 8 Inch Storm Pipe, 5 ft Depth | foot | $29.90 | $- | 10.00 | ||
77 | 60 | 10 Inch Storm Pipe, 5 ft Depth | foot | 40.00 | $31.40 | $1,256.00 | ||
78 | 61 | 12 Inch Storm Pipe, 5 ft Depth | foot | $32.90 | $- | |||
79 | 62 | 12 Inch Storm Pipe, 10 ft Depth | foot | 160.00 | $37.90 | $6,064.00 | Dave N. will furnish? | |
80 | 63 | 15 Inch Storm Pipe, 5 ft Depth | foot | $30.90 | $- | |||
81 | 64 | 15 Inch Storm Pipe, 10 ft Depth | foot | $35.90 | $- | |||
82 | 65 | 18 Inch Storm Pipe, 5 ft Depth | foot | $42.15 | $- | |||
83 | 66 | 18 Inch Storm Pipe, 10 ft Depth | foot | $47.15 | $- | |||
84 | 67 | Concrete Closure Collar | each | $450.00 | $- | |||
85 | 68 | TV Pipe Inspection | foot | $1.25 | $- | |||
86 | 69 | Water Quality Pond | each | $100,000.00 | $- | |||
87 | 70 | Water Quality System Loop | each | $50,000.00 | $- | |||
88 | 71 | Concrete Sanitary Sewer Manholes | each | $3,000.00 | $- | |||
89 | 72 | Concrete Storm Sewer Manholes | each | 2.00 | $2,355.00 | $4,710.00 | Dave N. will furnish? | |
90 | 73 | Concrete Manholes, Sedimentation | each | $6,165.00 | $- | |||
91 | 74 | Concrete Inlets Type CG-1 | each | $1,100.00 | $- | |||
92 | 75 | Concrete Inlets Type CG-2 | each | $1,188.00 | $- | |||
93 | 76 | Concrete Inlets Type D | each | $1,140.00 | $- | |||
94 | 77 | Concrete Inlets Type G-1 | each | $1,025.00 | $- | |||
95 | 78 | Concrete Inlets Type G-2 | each | 2.00 | $1,065.00 | $2,130.00 | Bike lanes - use G2 | |
96 | 79 | Concrete Inlets Type G-2MA | each | $1,150.00 | $- | |||
97 | 80 | Catch Basin | each | $790.00 | $- | |||
98 | 81 | Drainage Curbs | foot | $4.25 | $- | |||
99 | 82 | Adjust Boxes | each | $235.00 | $- | |||
100 | 83 | Adjust Inlets | each | $500.00 | $- |
101 | 84 | Minor Adjustment of Manholes | each | $520.00 | $- | |||
---|---|---|---|---|---|---|---|---|
102 | 85 | Major Adjustment of Manholes | each | $1,415.00 | $- | |||
103 | 86 | Trench Resurfacing | sqyd | $45.00 | $- | No resurface - new road | ||
104 | 87 | Shoring, Cribbing & Cofferdams | ls | $- | $- | |||
105 | 88 | Structural Excavation | cuyd | $32.15 | $- | |||
106 | 89 | Granular Wall Backfill | cuyd | $38.45 | $- | |||
107 | 90 | Granular Structural Backfill | cuyd | $32.30 | $- | |||
108 | 91 | Ornamental Protective Screening | foot | $125.90 | $- | |||
109 | 92 | Retaining Wall, Cast-In-Place | sqft | $35.00 | $- | |||
110 | 93 | Retaining Wall, Gabion | sqft | $19.15 | $- | |||
111 | 94 | Retaining Wall, Prefabricated Modular | sqft | $55.75 | $- | |||
112 | 95 | Retaining Wall, Conventional Segmental | sqft | $22.30 | $- | |||
113 | 96 | Retaining Wall, MSE | sqft | 550.00 | $28.15 | $15,482.50 | Wall adjacent to Hot House | |
114 | 97 | Bridge | sqft | $125.00 | $- | |||
115 | 98 | Sound Walls | sqft | $12.10 | $- | |||
116 | 99 | Concrete Arch Culvert | foot | $1,220.00 | $- | |||
117 | 100 | Cold Plane Pavement Removal, 2 Inch Deep | sqft | $0.17 | $- | |||
118 | 101 | 3/4 Inch - 0 Aggregate Base | ton | $18.00 | $- | |||
119 | 102 | 1-1/2 Inch - 0 Aggregate Base | ton | 390.00 | $14.90 | $5,811.00 | ||
120 | 103 | Level 1, 1/2 inch Dense HMAC Mixture in Temp | ton | $55.00 | $- | |||
121 | 104 | Level 2, 1/2 inch Dense HMAC Mixture | ton | $41.85 | $- | |||
122 | 105 | Level 3, 1/2 inch Dense HMAC Mixture | ton | 190.00 | $36.75 | $6,982.50 | ||
123 | 106 | Level 3, 3/4 inch Open HMAC Mixture | ton | $44.25 | $- | |||
124 | 107 | Level 3, 3/4 inch ATPB HMAC Mixture | ton | $43.00 | $- | |||
125 | 108 | PG 64-22 Asphalt in HMAC | ton | $197.00 | $- | |||
126 | 109 | PG 70-22 Asphalt in HMAC | ton | $239.00 | $- | |||
127 | 110 | Extra for Asphalt Approaches | each | $371.00 | $- | |||
128 | 111 | Plain Concrete Pvmt., Undowelled, 11" Thick | sqyd | $27.00 | $- | |||
129 | 112 | Pervious Conc. Pvmt., Undowelled, 10" Thick | sqyd | $58.00 | $- | |||
130 | 113 | Curb and Gutter Concrete Curbs | foot | $13.00 | $- | |||
131 | 114 | Standard Curb Concrete Curbs | foot | 160.00 | $8.40 | $1,344.00 | ||
132 | 115 | Concrete Island | sqft | $5.40 | $- | |||
133 | 116 | Concrete Driveway | sqft | 300.00 | $3.50 | $1,050.00 | 1 dway = 30' x 10' | |
134 | 117 | Concrete Driveway, Reinforced | sqft | $4.10 | $- | |||
135 | 118 | Concrete Walk | sqft | 213.00 | $2.80 | $596.40 | ||
136 | 119 | Monolithic Curb & Sidewalk | sqft | $4.80 | $- | |||
137 | 120 | Pavement Legend, Type B: Arrows | each | $163.00 | $- | |||
138 | 121 | Pavement Legend, Type B: Only | each | $310.00 | $- | |||
139 | 122 | Pvmt. Legend, Type B: Bicycle Lane Symbols | each | $150.00 | $- | |||
140 | 123 | Pavement Line, Type A | sqft | 220.00 | $2.75 | $605.00 | (160' x 8" / 12) + (160' x 4" / 12) + (160' x 9' / 24') | |
141 | 124 | Bi-directional Yellow Type I Markers | each | $3.70 | $- | |||
142 | 125 | White Type II Markers | each | $3.50 | $- | |||
143 | 126 | Remove Existing Signs | ls | $100.00 | $- | |||
144 | 127 | Remove & Re-install Existing Signs | ls | $20.00 | $- | |||
145 | 128 | Sign Support Footings | ls | $70.00 | $- | |||
146 | 129 | Signal Pole Mounts | ls | $500.00 | $- | |||
147 | 130 | Pipe Sign Posts | ls | $114.00 | $- | |||
148 | 131 | Single Post Breakaway Sign Supports | ls | $750.00 | $- | |||
149 | 132 | Type G Signs in Place | sqft | 18.00 | $23.50 | $423.00 | Assume 2 signs x 9 sf | |
150 | 133 | Type R Signs in Place | sqft | $17.65 | $- |
151 | 134 | Type W1 Signs in Place | sqft | $17.75 | $- | |||
---|---|---|---|---|---|---|---|---|
152 | 135 | Type W2 Signs in Place | sqft | $21.85 | $- | |||
153 | 136 | Type Y1 Signs in Place | sqft | $15.60 | $- | |||
154 | 137 | Type Y2 Signs in Place | sqft | $16.05 | $- | |||
155 | 138 | Pole Foundations | ls | $580.00 | $- | |||
156 | 139 | Light Poles, Fixed Base | ls | $1,090.00 | $- | |||
157 | 140 | Light Pole Arms | ls | $270.00 | $- | |||
158 | 141 | Luminaires, Lamps & Ballasts | ls | $690.00 | $- | |||
159 | 142 | Switching, Conduit, Wiring | ls | $2,905.00 | $- | |||
160 | 143 | Traffic Signal Installation | each | $102,300.00 | $- | |||
161 | 144 | Fire Preemption System | each | $7,100.00 | $- | |||
162 | 145 | Model 170 Controller Equipment | each | $6,550.00 | $- | |||
163 | 146 | Loop Detector Installation | each | $9,320.00 | $- | |||
164 | 147 | Permanent Seeding | acre | $1,245.00 | $- | |||
165 | 148 | Lawn Seeding | sqyd | $2.70 | ||||
166 | 149 | Topsoil | cuyd | $19.05 | $- | |||
167 | 150 | Soil Conditioner | cuyd | $21.50 | $- | |||
168 | 151 | Deciduous Trees, 2-1/2 Inch Caliper | each | 6.00 | $288.00 | $1,728.00 | 160' / 30' | |
169 | 152 | Deciduous Trees, 3 Inch Caliper | each | $315.00 | $- | |||
170 | 153 | Shrubs, No. 1 Container | each | $5.75 | $- | |||
171 | 154 | Ground Covers, No. 1 Containers | each | $4.10 | $- | |||
172 | 155 | Sod Lawn | sqyd | $8.20 | $- | |||
173 | 156 | Bark Mulch | cuyd | 8.00 | $25.30 | $202.40 | 160' x 4' x 4" / 12 / 27 | |
174 | 157 | Plant Establishment Work | ls | 1.00 | $600.00 | $600.00 | ||
175 | 158 | Additional Establishment Work | year | $- | $- | |||
176 | 159 | Tree Grates | each | $875.00 | $- | |||
177 | 160 | Irrigation System | ls | $- | $- | |||
178 | 161 | 8-inch Ductile Iron Pipe | foot | $38.60 | $- | |||
179 | 162 | Hydrant Assembly | each | $2,250.00 | $- | |||
180 | 163 | Water Service Branches | each | $860.00 | $- | |||
181 | ||||||||
182 | ||||||||
183 | TOTAL BID ITEMS | $68,163.55 | ||||||
184 | ||||||||
185 | ###### ANTICIPATED ITEMS ###### | |||||||
186 | ||||||||
187 | NO. | ITEMS OF WORK AND MATERIALS | UNIT | TOTAL QUANTITY | UNIT PRICE | TOTAL AMOUNT | ||
188 | 164 | Right of Way Monumentation | ls | 1.00 | $1,000.00 | $1,000.00 | ||
189 | 165 | Adjust Water Facilities - Fire Hydrant | each | $7,500.00 | $- | |||
190 | 166 | Adjust Water Facilities - Meter | each | 1.00 | $1,000.00 | $1,000.00 | ||
191 | 167 | Street Lighting - Upgrade Luminaries | each | $350.00 | $- | |||
192 | 168 | Street Lighting - Install Arms and Luminaries | each | $550.00 | $- | |||
193 | 169 | Public Relations | ls | 0.00 | $- | $- | ||
194 | 170 | Railroad Protection Services | ls | 0.00 | $- | $- | ||
195 | 171 | Rock Excavation | cuyd | 0.00 | $106.00 | $- | ||
196 | 172 | Replace Sewer House Branch | foot | 0.00 | $50.00 | $- | ||
197 | 173 | Stormwater Treatment | ls | 1.00 | $- | $- | ||
198 | 174 | EP zone Mitigation | ls | 1.00 | $- | $- | ||
199 | ||||||||
200 | TOTAL ANTICIPATED ITEMS | $2,000.00 |
201 | ||||||||
---|---|---|---|---|---|---|---|---|
202 | ||||||||
203 | ||||||||
204 | SCHEDULE SUMMARY | |||||||
205 | ||||||||
206 | BID ITEMS | $68,163.55 | ||||||
207 | ANTICIPATED ITEMS | $2,000.00 | ||||||
208 | ||||||||
209 | SUBTOTAL | $70,163.55 | ||||||
210 | CONSTRUCTION CONTINGENCY (5%) | $3,500.00 | ||||||
211 | ||||||||
212 | TOTAL CONSTRUCTION | $73,663.55 | ||||||
213 | ||||||||
214 | PROJECT MANAGEMENT (5%) | $3,700.00 | ||||||
215 | DESIGN ENGINEERING (25%) | $18,400.00 | ||||||
216 | CONSTRUCTION MANAGEMENT (15%) | $11,000.00 | ||||||
217 | RIGHT-OF-WAY & PROPERTY ACQUISITION | $- | ||||||
218 | RIGHT-OF-WAY CONTINGENCY ( 20%) | $- | ||||||
219 | ||||||||
220 | TOTAL PROJECT MANAGEMENT, ENGINEERING, & R/W | $33,100.00 | ||||||
221 | ||||||||
222 | SUBTOTAL CONTRACT, ENGINEERING, R/W | $106,763.55 | ||||||
223 | ESTIMATE CONTINGENCY (30%) | $32,000.00 | ||||||
224 | OVERHEAD (VARIES 25% TO 40%) | $- | ||||||
225 | ||||||||
226 | TOTAL PROJECT ESTIMATE | $138,763.55 | ||||||
227 | ||||||||
228 | PROJECT BUDGET | $- |