HomeMy WebLinkAboutFeasibility Study - Appendix C (Cost Analysis) APPENDIX C
Opinion of Probable Cost
Preliminary Assessment Roll
Figure 8—Parcel Assessment Map
Feasibility Report
Stemmer Ridge Road Street&Utility Improvement Project
Ciry of Prior Lake,MN
WSB Project No.1696-14
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.1-Complete Utilities&Streets)
Opinion of Probable Cost
Date:5-2-14
Item No. (Description Units Quantity Unit Price Total Price
SCHEDULE A-STREET IMPROVEMENTS
1 MOBILIZATION LUMP SUM 1 $125,000.00 $125,000.00
2 CLEARING ACRE 3.60 $4,000.00 $14,400.00
3 GRUBBING ACRE 3.00 $4,000.00 $12,000.00
4 TREE TRIMMING HOUR 8 $155.00 $1,240.00
5 REMOVE CURB AND GUTTER LIN FT 1490 $3.00 $4,470.00
6 REMOVE BITUMINOUS PAVEMENT SQYD 1245 $5.75 $7,158.75
7 REMOVE BITUMINOUS WALK SQYD 20 $3.25 $65.00
8 REMOVE CONCRETE WALK SQYD 980 $2.85 $2,793.00
9 REMOVE SIGN TYPE C EACH 2 $50.00 $100.00
10 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 30 $7.00 $210.00
11 SAWING BIT PAVEMENT(FULL DEPTH) LIN FT 1694 $4.00 $6,776.00
12 COMMON EXCAVATION CU YD 30124 $8.00 $240,992.00
13 COMMON EXCAVATION(POND) CU YD 4650 $10.00 $46,500.00
14 POND RESTORATION CU YD 1 $7,500.00 $7,500.00
15 FILL SPECIAL-CLAY CU YD 320 $20.00 $6,400.00
16 SUBGRADE EXCAVATION CU YD 10400 $8.00 $83,200.00
17 GRANULAR BORROW(CV) CU YD 13410 $12.50 $167,625.00
18 1 1/2"CLEAR ROCK CU YD 1214 $12.00 $14,568.00
19 STREET SWEEPER(WITH PICKUP BROOM) HOUR 84 $180.00 $15,120.00
20 AGGREGATE BASE CLASS 5 TON 200 $15.00 $3,000.00
21 AGGREGATE BASE(CV)CLASS 5 CU YD 7619 $28.00 $213,332.00
22 TYPE SP 12.5 WEARING COURSE MIXTURE(4,E)(Base) TON 3258 $68.00 $221,544.00
23 TYPE SP 12.5 WEARING COURSE MIXTURE(4,C)(Wear) TON 1955 $65.00 $127,075.00
24 6"CONCRETE WALK SQ FT 19550 $4.50 $87,975.00
25 3"BITUMINOUS WALK SQ FT 31280 $2.00 $62,560.00
26 CONCRETE CURB&GUTTER DESIGN 8618 LIN FT 8600 $11.00 $94,600.00
27 CONCRETE CURB&GUTTER DESIGN 8424 LIN FT 1380 $16.00 $22,080.00
28 TRUNCATED DOMES SQ FT 78 $55.00 $4,290.00
29 GUIDE POST TYPE B EACH 10 $50.00 $500.00
30 TRAFFIC CONTROL LUMP SUM 1 $7,500.00 $7,500.00
31 F&I SIGN PANELS TYPE SPECIAL EACH 85 $50.00 $4,250.00
32 INSTALL SIGN TYPE SPECIAL(STREET SIGNS) EACH 2 $500.00 $1,000.00
33 TEMPORARY FENCE LIN FT 1600 $2.50 $4,000.00
34 SILT FENCE,TYPE MACHINE SLICED LIN FT 8200 $2.50 $20,500.00
35 STORM DRAIN INLET PROTECTION EACH 32 $120.00 $3,840.00
36 FILTER LOG TYPE STRAW BIOROLL LIN FT 200 $2.50 5500.00
37 TEMPORARY DITCH CHECK TYPE 2 LIN FT 200 $6.85 $1,370.00
38 CULVERT PROTECTION EACH 8 $165.00 $1,320.00
39 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4 $1,000.00 $4,000.00
40 SEEDING ACRE 6 $100.00 $570.00
41 SEED MIXTURE 250 POUND 570 $2.60 $1,482.00
42 SODDING TYPE SALT RESISTANT SQYD 9650 $4.10 $39,565.00
43 MULCH MATERIAL TYPE 1 TON 6 $200.00 $1,140.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.1)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.1-Complete Utilities&Streets)
Opinion of Probable Cost
Date:5-2-14
44 EROSION CONTROL BLANKETS CATEGORY 3 SQYD 2000 $1.00 $2,000.00
45 RAPID STABILIZATION METHOD 3 MGALLON 30 $175.00 $5,250.00
46 STREET LIGHTS EACH 9 53,000.00' $27,000.00
47 PAVT MSSG(LT ARROW)EPDXY EACH 3 $250.00 $750.00
48 PAVT MSSG(RT ARROW)EPDXY EACH 5 $250.00 $1,250.00
49 PAVT MSSG(THRU ARROW)EPDXY EACH 3 $250.00 $750.00
50 4"SOLID LINE WHITE-EPDXY UN FT 8810 $0.40 $3,524.00
51 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT 4200 $0.80 $3,360.00
52 12"STOP LINE WHITE-EPDXY LIN FT 80 $7.35 $588.00
53 CROSSWALK MARKING-POLY PERFORM(GR IN) SQ FT 432 $18.25 $7,884.00
Subtotal SCHEDULE A-STREET IMPROVEMENTS $1,736,000.00
+10%CONTINGENCY $173,600.00
Subtotal $1,909,600.00
25%PROJECT SUPPORT COSTS $477,400.00
Total SCHEDULE A-STREET IMPROVEMENTS $2,387,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.1)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.1-Complete Utilities&Streets)
Opinion of Probable Cost
Date:5-2-14
SCHEDULE B-SANITARY SEWER
54 30"PVC SANITARY SEWER PIPE LIN FT 3,759 $75.00 $281,925.00
55 8"PVC PIPE SEWER-SDR 26 LIN FT 200 $35.00 $7,000.00
56 CASTING ASSEMBLY SANITARY SEWER EACH 18 $730.00 $13,140.00
57 CONNECT TO EXISTING SANITARY SEWER EACH 1 $2,000.00 $2,000.00
58 CONNECT TO EXISTING FORCE MAIN EACH 2 $2,250.00 $4,500.00
59 CONSTRUCT SANITARY MANHOLE SPECIAL EACH 22 $600.00 $13,440.00
60 CONSTRUCT SANITARY MANHOLES LIN FT 250 $25.00 $6,250.00
61 12"FORCE MAIN-PVC C900 LIN FT 20 $55.00 $1,100.00
62 16"FORCE MAIN-PVC C900 LIN FT 20 $65.00 $1,300.00
Subtotal SCHEDULE B-SANITARY SEWER $331,000.00
+10%CONTINGENCY $33,100.00
Subtotal $364,100.00
25%PROJECT SUPPORT COSTS $91,025.00
Total SCHEDULE B-SANITARY SEWER $455,000.00
SCHEDULE C-WATER MAIN
63 HYDRANT EACH 9 $3,590.00 $32,310.00
64 6"GATE VALVE AND BOX EACH 9 $1,485.00 $13,365.00
65 8"GATE VALVE AND BOX EACH 5 $1,940.00 $9,700.00
66 1.5"CORPORATION STOP EACH 35 $390.00 $13,650.00
67 1.5"CURB STOP&BOX EACH 35 $380.00 $13,300.00
68 CONNECT TO EXISTING WATER MAIN EACH 2 $1,100.00 $2,200.00
69 1.5"TYPE K COPPER PIPE LIN FT 1,350 $27.75 $37,462.50
70 6"WATERMAIN DUCTILE IRON CL 52 LIN FT 160 $40.00 $6,400.00
71 8"WATERMAIN DUCTILE IRON CL 52 LIN FT 1,013 $45.00 $45,585.00
72 20"WATER MAIN-DUCT IRON CL 51 LIN FT 3,784 $85.00 $321,640.00
73 DUCTILE IRON FITTINGS POUND 16,625 $5.00 $83,125.00
Subtotal SCHEDULE C-WATER MAIN $579,000.00
+10%CONTINGENCY $57,900.00
Subtotal $636,900.00
25%PROJECT SUPPORT COSTS $159,225.00
Total SCHEDULE C-WATER MAIN $796,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.1)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.1-Complete Utilities&Streets)
Opinion of Probable Cost
Date:5-2-14
SCHEDULE D-STORM SEWER
74 PIPE BEDDING MATERIAL CU YD 1100 $7.75 $8,525.00
75 15"RC PIPE APRON EACH 2 $375.00 $750.00
76 18"RC PIPE APRON EACH 2 $400.00 $800.00
77 24"RC PIPE APRON EACH 2 $550.00 $1,100.00
78 TRASH GUARD FOR 15"PIPE APRON EACH 2 $375.00 $750.00
79 TRASH GUARD FOR 18"PIPE APRON EACH 2 $450.00 $900.00
80 TRASH GUARD FOR 24"PIPE APRON EACH 2 $550.00 $1,100.00
81 8"PERF TP PIPE DRAIN LIN FT 780 $24.00 $18,720.00
82 8"DRAINTILE CLEANOUT EACH 16 $250.00 $4,000.00
83 15"RC PIPE SEWER DESIGN 3006 CL V LIN FT 1509 $34.00 $51,306.00
84 18"RC PIPE SEWER DESIGN 3006 CL III LIN FT 1157 $38.00 $43,966.00
85 24"RC PIPE SEWER DESIGN 3006 CL III LIN FT 307 $48.00 $14,736.00
86 CONNECT TO EXISTING STORM SEWER EACH 1 $300.00 $300.00
87 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 61 $245.00 $14,945.00
88 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT 9 $500.00 $4,500.00
89 CONST DRAINAGE STRUCTURE DES SPECIAL 1-2'X3'BOX EACH 16 $350.00 $5,600.00
90 CONST DRAINAGE STRUCTURE DES SPECIAL 2-OCS EACH 3 $4,500.00 $13,500.00
91 CASTING ASSEMBLY EACH 25 $1,105.00 $27,625.00
92 ADJUST FRAME&RING CASTING EACH 30 $365.00 $10,950.00
93 GEOTEXTILE FILTER TYPE IV SQYD 3840 $3.75 $14,400.00
94 RIPRAP CL III CU YD 53 $65.00 $3,445.00
Subtotal SCHEDULE D-STORM SEWER $242,000.00
+10%CONTINGENCY $24,200.00
Subtotal $266,000.00
25%PROJECT SUPPORT COSTS $66,500.00
Total SCHEDULE D-STORM SEWER $333,000.00
SCHEDULE E-RIGHT OF WAY
95 ACQUISITION ACRE 7 30000 $210,000.00
Total SCHEDULE E-RIGHT OF WAY $210,000.00
TOTAL PROJECT COST
SUBTOTAL SCHEDULE A-STREET IMPROVEMENTS $2,387,000.00
SUBTOTAL SCHEDULE B-SANITARY SEWER $455,000.00
SUBTOTAL SCHEDULE C-WATERMAIN $796,000.00
SUBTOTAL SCHEDULE D-STORM SEWER $333,000.00
SUBTOTAL SCHEDULE E-RIGHT OF WAY $210,000.00
PROJECT GRAND TOTAL $4,181,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.1)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.2-Utilities&SMSC Streets)
Opinion of Probable Cost
Date:5-2-14
Item No. Description Units 'Quantity Unit Price Total Price
SCHEDULE A-STREET IMPROVEMENTS
1 MOBILIZATION LUMP SUM 1 $75,000.00 $75,000.00
2 CLEARING ACRE 3.60 $4,000.00 $14,400.00
3 GRUBBING ACRE 3.00 $4,000.00 $12,000.00
4 TREE TRIMMING HOUR 8 $155.00 $1,240.00
5 REMOVE CURB AND GUTTER LIN FT 1490 $3.00 $4,470.00
6 REMOVE BITUMINOUS PAVEMENT SQYD 1200 $5.75 $6,900.00
7 REMOVE BITUMINOUS WALK SQYD 20 $3.25 $65.00
8 REMOVE CONCRETE WALK SQYD 980 $2.85 $2,793.00
9 REMOVE SIGN TYPE C EACH 2 $50.00 $100.00
10 SAWING CONCRETE PAVEMENT(FULL DEPTH) LIN FT 24 $7.00 $168.00
11 SAWING BIT PAVEMENT(FULL DEPTH) LIN FT 1650 $4.00 $6,600.00
12 COMMON EXCAVATION CU YD 22510 $8.00 $180,080.00
13 COMMON EXCAVATION(POND) CU YD 2500 $10.00 $25,000.00
14 POND RESTORATION CU YD 1 $7,500.00 $7,500.00
15 FILL SPECIAL-CLAY CU YD 320 $20.00 $6,400.00
16 SUBGRADE EXCAVATION CU YD 6450 $8.00 $51,600.00
17 GRANULAR BORROW(CV) CU YD 5210 $12.50 $65,125.00
18 1 1/2"CLEAR ROCK CU YD 64 $12.00 $768.00
19 STREET SWEEPER(WITH PICKUP BROOM) HOUR 60 $180.00 $10,800.00
20 AGGREGATE BASE CLASS 5 TON 100 $15.00 $1,500.00
21 AGGREGATE BASE(CV)CLASS 5 CU YD 2858 $28.00 $80,018.40
22 TYPE SP 12.5 WEARING COURSE MIXTURE(4,E)(Base) TON 1477 $68.00 $100,435.64
23 TYPE SP 12.5 WEARING COURSE MIXTURE(4,C)(Wear) TON 886 $65.00 $57,602.80
24 6"CONCRETE WALK SQ FT 7335 $4.50 $33,007.50
25 3"BITUMINOUS WALK SQ FT 11736 $2.00 $23,472.00
26 CONCRETE CURB&GUTTER DESIGN 8618 LIN FT 3614 $11.00 $39,754.00
27 CONCRETE CURB&GUTTER DESIGN B424 LIN FT 1380 $16.00 $22,080.00
28 TRUNCATED DOMES SQ FT 78 $55.00 $4,290.00
29 GUIDE POST TYPE B EACH 6 $50.00 $300.00
30 TRAFFIC CONTROL LUMP SUM 1 $5,000.00 $5,000.00
31 F&I SIGN PANELS TYPE SPECIAL EACH SO $50.00 $2,500.00
32 INSTALL SIGN TYPE SPECIAL(STREET SIGNS) EACH 2 $500.00 $1,000.00
33 TEMPORARY FENCE LIN FT 1600 $2.50 $4,000.00
34 SILT FENCE,TYPE MACHINE SLICED LIN FT 8200 $2.50 $20,500.00
35 STORM DRAIN INLET PROTECTION EACH 12 $120.00 $1,440.00
36 FILTER LOG TYPE STRAW BIOROLL LIN FT 200 $2.50 $500.00
37 TEMPORARY DITCH CHECK TYPE 2 LIN FT 200 $6.85 $1,370.00
38 CULVERT PROTECTION EACH 4 $165.00 $660.00
39 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4 $1,000.00 $4,000.00
40 SEEDING ACRE 6 $100.00 $570.00
41 SEED MIXTURE 250 POUND 570 $2.60 $1,482.00
42 SODDING TYPE SALT RESISTANT SQYD 9650 $4.10 $39,565.00
43 MULCH MATERIAL TYPE 1 TON 6 $200.00 $1,140.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.2)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.2-Utilities&SMSC Streets)
Opinion of Probable Cost
Date:5-2-14
44 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD 2000 $1.00 $2,000.00
45 RAPID STABILIZATION METHOD MGALLON 30 $175.00 $5,250.00
46 STREET LIGHTS EACH 4 $3,000.00 $12,000.00
47 PAVT MSSG(LT ARROW)EPDXY EACH 3 $250.00 $750.00
48 PAVT MSSG(RT ARROW)EPDXY EACH 5 $250.00 $1,250.00
49 PAVT MSSG(THRU ARROW)EPDXY EACH 3 $250.00 $750.00
SO 4"SOLID LINE WHITE-EPDXY LIN FT 4010 $0.40 $1,604.00
51 4"DOUBLE SOLID LINE YELLOW-EPDXY LIN FT 1400 $0.80 $1,120.00
52 12"STOP LINE WHITE-EPDXY LIN FT 80 $7.35 $588.00
53 CROSSWALK MARKING-POLY PERFORM(GR IN) SQ FT 432 $18.25 $7,884.00
Subtotal SCHEDULE A-STREET IMPROVEMENTS $950,000.00
+10%CONTINGENCY $95,000.00
Subtotal $1,045,000.00
25%PROJECT SUPPORT COSTS $261,250.00
Total SCHEDULE A-STREET IMPROVEMENTS $1,306,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.2)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.2-Utilities&SMSC Streets)
Opinion of Probable Cost
Date:5-2-14
SCHEDULE B-SANITARY SEWER
54 30"PVC SANITARY SEWER PIPE LIN FT 3,759 $75.00 $281,925.00
55 8"PVC PIPE SEWER-SDR 26 LIN FT 200 $35.00 $7,000.00
56 CASTING ASSEMBLY SANITARY SEWER EACH 18 $730.00 $13,140.00
57 CONNECT TO EXISTING SANITARY SEWER EACH 1 $2,000.00 $2,000.00
58 CONNECT TO EXISTING FORCE MAIN EACH 2 $2,250.00 $4,500.00
59 CONSTRUCT SANITARY MANHOLE SPECIAL EACH 22 $600.00 $13,440.00
60 CONSTRUCT SANITARY MANHOLES LIN FT 250 $25.00 $6,250.00
61 12"FORCE MAIN-PVC C900 LIN FT 20 $55.00 $1,100.00
62 16"FORCE MAIN-PVC C900 LIN FT 20 $65.00 $1,300.00
Subtotal SCHEDULE B-SANITARY SEWER $331,000.00
+10%CONTINGENCY $33,100.00
Subtotal $364,100.00
25%PROJECT SUPPORT COSTS $91,025.00
Total SCHEDULE B-SANITARY SEWER $455,000.00
SCHEDULE C-WATER MAIN
63 HYDRANT EACH 9 $3,590.00 $32,310.00
64 6"GATE VALVE AND BOX EACH 9 $1,485.00 $13,365.00
65 8"GATE VALVE AND BOX EACH 5 $1,940.00 $9,700.00
66 1.5"CORPORATION STOP EACH 35 $390.00 $13,650.00
67 1.5"CURB STOP&BOX EACH 35 $380.00 $13,300.00
68 CONNECT TO EXISTING WATER MAIN EACH 2 $1,100.00 $2,200.00
69 1.5"TYPE K COPPER PIPE LIN FT 1,350 $27.75 $37,462.50
70 -6"WATERMAIN DUCTILE IRON CL 52 LIN FT 160 $40.00 $6,400.00
71 .8"WATERMAIN DUCTILE IRON CL 52 LIN FT 1,013 $45.00 $45,585.00
72 20"WATER MAIN-DUCT IRON CL 51 LIN FT 3,784 $85.00 $321,640.00
73 DUCTILE IRON FITTINGS POUND 16,625 $5.00 $83,125.00
Subtotal SCHEDULE C-WATER MAIN $579,000.00
+10%CONTINGENCY $57,900.00
Subtotal $636,900.00
25%PROJECT SUPPORT COSTS $159,225.00
Total SCHEDULE C-WATER MAIN $796,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.2)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.2-Utilities&SMSC Streets)
Opinion of Probable Cost
Date:5-2-14
SCHEDULE D-STORM SEWER
74 PIPE BEDDING MATERIAL CU YD 550 $7.75 $4,262.50
75 15"RC PIPE APRON EACH 1 $375.00 $375.00
76 24"RC PIPE APRON EACH 1 $550.00 $550.00
77 TRASH GUARD FOR 15"PIPE APRON EACH 1 $375.00 $375.00
78 TRASH GUARD FOR 24"PIPE APRON EACH 1 $550.00 $550.00
79 8"PERF TP PIPE DRAIN LIN FT 300 $24.00 $7,200.00
80 8"DRAINTILE CLEANOUT EACH 8 $250.00 $2,000.00
81 15"RC PIPE SEWER DESIGN 3006 CL V LIN FT 260 $34.00 $8,840.00
82 18"RC PIPE SEWER DESIGN 3006 CL III LIN FT 1067 $38.00 $40,546.00
83 24"RC PIPE SEWER DESIGN 3006 CL III LIN FT 175 $48.00 $8,400.00
84 CONNECT TO EXISTING STORM SEWER EACH 1 $300.00 $300.00
85 CONST DRAINAGE STRUCTURE DES 48-4020 LIN FT 57 $245.00 $14,014.00
86 CONST DRAINAGE STRUCTURE DES 60-4020 LIN FT 0 $500.00 $0.00
87 CONST DRAINAGE STRUCTURE DES SPECIAL 1-2'X3'BOX EACH 5 $350.00 $1,750.00
88 CONST DRAINAGE STRUCTURE DES SPECIAL 2-OCS EACH 1 $4,500.00 $4,500.00
89 CASTING ASSEMBLY EACH 11 $1,105.00 $12,155.00
90 ADJUST FRAME&RING CASTING EACH 14 $365.00 $5,110.00
91 GEOTEXTILE FILTER TYPE IV SQYD 1320 $3.75 $4,950.00
92 RIPRAP CL III CU YD 20 $65.00 $1,300.00
Subtotal SCHEDULE D-STORM SEWER $117,000.00
+10%CONTINGENCY $11,700.00
Subtotal $129,000.00
25%PROJECT SUPPORT COSTS $32,250.00
Total SCHEDULE D-STORM SEWER $161,000.00
SCHEDULE E-RIGHT OF WAY
93 ACQUISITION ACRE 7 30000 $210,000.00
Total SCHEDULE E-RIGHT OF WAY $210,000.00
TOTAL PROJECT COST
SUBTOTAL SCHEDULE A-STREET IMPROVEMENTS $1,306,000.00
SUBTOTAL SCHEDULE B-SANITARY SEWER $455,000.00
SUBTOTAL SCHEDULE C-WATERMAIN $796,000.00
SUBTOTAL SCHEDULE D-STORM SEWER $161,000.00
SUBTOTAL SCHEDULE E-RIGHT OF WAY $210,000.00
PROJECT GRAND TOTAL $2,928,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.2)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.3-Utilities Only)
Opinion of Probable Cost
Date:5-2-14
Item No. Description Units ,Quantity Unit Price (Total Price
SCHEDULE A-STREET IMPROVEMENTS
1 MOBILIZATION LUMP SUM 1 $44,000.00 $44,000.00
2 CLEARING ACRE 3.60 $4,000.00 $14,400.00
3 GRUBBING ACRE 3.00 $4,000.00 $12,000.00
4 TREE TRIMMING HOUR 8 $155.00 $1,240.00
5 TRAFFIC CONTROL LUMP SUM 1.00 $2,500.00 $2,500.00
6 TEMPORARY FENCE LIN FT 1,600.00 $2.50 $4,000.00
7 SILT FENCE,TYPE MACHINE SLICED LIN FT 8200 $2.50 $20,500.00
8 FILTER LOG TYPE STRAW BIOROLL LIN FT 200 $2.50 $500.00
9 TEMPORARY DITCH CHECK TYPE 2 LIN FT 200.00 $6.85 $1,370.00
10 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 4.00 $1,000.00 $4,000.00
11 SEEDING ACRE 5.7 $100.00 $570.00
12 SEED MIXTURE 250 POUND 570 $2.60 $1,482.00
13 SODDING TYPE SALT RESISTANT SQYD 9650 $4.10 $39,565.00
14 MULCH MATERIAL TYPE 1 TON 5.7 $200.00 $1,140.00
15 EROSION CONTROL BLANKETS CATEGORY 3 SQYD 2000 $1.00 $2,000.00
16 RAPID STABILIZATION METHOD 3 MGALLON 30 $175.00 $5,250.00
Subtotal SCHEDULE A-STREET IMPROVEMENTS $155,000.00
+10%CONTINGENCY $15,500.00
Subtotal $170,500.00
25%PROJECT SUPPORT COSTS $42,625.00
Total SCHEDULE A-STREET IMPROVEMENTS $213,000.00
SCHEDULE B-SANITARY SEWER
17 30"PVC SANITARY SEWER PIPE LIN FT ( 3,759 $75.00 $281,925.00
18 8"PVC PIPE SEWER-SDR 26 LIN FT 200 $35.00 $7,000.00
19 CASTING ASSEMBLY SANITARY SEWER EACH 18 $730.00 $13,140.00
20 CONNECT TO EXISTING SANITARY SEWER EACH 1 $2,000.00 $2,000.00
21 CONNECT TO EXISTING FORCE MAIN EACH 2 $2,250.00 $4,500.00
22 CONSTRUCT SANITARY MANHOLE SPECIAL EACH 22 $600.00 $13,440.00
23 CONSTRUCT SANITARY MANHOLES LIN FT 250 $25.00 $6,250.00
24 12"FORCE MAIN-PVC C900 LIN FT 20 $55.00 $1,100.00
25 16"FORCE MAIN-PVC C900 LIN FT 20 $65.00L $1,300.00
Subtotal SCHEDULE B-SANITARY SEWER $331,000.00
+10%CONTINGENCY $33,100.00
Subtotal $364,100.00
25%PROJECT SUPPORT COSTS $91,025.00
Total SCHEDULE B-SANITARY SEWER $455,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.3)6/2/2014
Project Number:01964-14
Project:PRIOR LAKE-Stemmer Ridge Road Improvements(Alternative No.3-Utilities Only)
Opinion of Probable Cost
Date:5-2-14
SCHEDULE C-WATER MAIN
26 HYDRANT EACH 9 $3,590.00 $32,310.00
27 6"GATE VALVE AND BOX EACH 9 $1,485.00 $13,365.00
28 8"GATE VALVE AND BOX EACH 5 $1,940.00 $9,700.00
29 1.5"CORPORATION STOP EACH 35 $390.00 $13,650.00
30 1.5"CURB STOP&BOX EACH 35 $380.00 $13,300.00
31 CONNECT TO EXISTING WATER MAIN EACH 2 $1,100.00 $2,200.00
32 1.5"TYPE K COPPER PIPE LIN FT 1,350 $27.75 $37,462.50
33 6"WATERMAIN DUCTILE IRON CL 52 LIN FT 160 $40.00 $6,400.00
34 8"WATERMAIN DUCTILE IRON CL 52 LIN FT 1,013 $45.00 $45,585.00
35 20"WATER MAIN-DUCT IRON CL 51 LIN FT 3,784 $85.00 $321,640.00
36 DUCTILE IRON FITTINGS POUND 16,625 $5.00 $83,125.00
Subtotal SCHEDULE C-WATER MAIN $579,000.00
+10%CONTINGENCY $57,900.00
Subtotal $636,900.00
25%PROJECT SUPPORT COSTS: $159,225.00
Total SCHEDULE C-WATER MAIN $796,000.00
SCHEDULE D-RIGHT OF WAY
37 ACQUISITION ACRE 7 30000 $210,000.00
Total SCHEDULE D-ACQUISITION $210,000.00
TOTAL PROJECT COST
SUBTOTAL SCHEDULE A-STREET IMPROVEMENTS $213,000.00
SUBTOTAL SCHEDULE B-SANITARY SEWER $455,000.00
SUBTOTAL SCHEDULE C-WATER MAIN $796,000.00
SUBTOTAL SCHEDULE D-RIGHT OF WAY $210,000.00
PROJECT GRAND TOTAL $1,674,000.00
K:\01964-140\Admin\Docs\Feasibility Report\Opinion of Probable Cost(Alternative No.3)6/2/2014
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