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ROADWAY STORM ROADWAY STORM QTY COST QTY COST QTY COST QTY COST QTY COST COST QTY COST
<br />NON-PARTICIPATING FEDERAL PARTICIPATING
<br />SP 8204-57
<br />SP 082-617-014
<br />TH 36 / NFR ROADWAY STORM
<br />SP 082-617-014
<br />CSAH 17
<br />SP 082-617-014
<br />SP 206-020-005
<br />SFR
<br />ROADWAY STORM
<br />STATEMENT OF ESTIMATED QUANTITIES
<br />TOTAL
<br />ESTIMATED
<br />QUANTITY
<br />TAB SHEET
<br />NO
<br />ITEM
<br />NO DESCRIPTION UNITS
<br />FEDERAL PARTICIPATING
<br />SP 8204-57 SP
<br />082-617-014
<br />TH 36 / NFR
<br />SP 082-617-014
<br />CSAH 17
<br />SP 082-617-014
<br />SP 206-020-005
<br />SFR
<br />CITY OF LAKE
<br />ELMO
<br />LOCAL FUNDS
<br />SAP 206-020-005
<br />CITY OF LAKE
<br />ELMO
<br />LOCAL FUNDS
<br />COST ESTIMATE
<br />% OF
<br />PROJECT
<br />COST
<br />TOTAL
<br />ESTIMATED
<br />QUANTITY
<br />Unit Cost
<br />CITY OF LAKE
<br />ELMO
<br />LOCAL FUNDS
<br />SAP 206-020-
<br />NON-PARTICIPATING
<br />CITY OF LAKE ELMO
<br />LOCAL FUNDS
<br />O 283 2573.502 STORM DRAIN INLET PROTECTION EACH 81 47 20 14 175.00$ 14,175.00$ 0.06% 47 8,225.00$ 20 3,500.00$ -$ 14 2,450.00$ -$ -$ -$
<br />O 283 2573.502 CULVERT END CONTROLS EACH 19 11 2 6 100.00$ 1,900.00$ 0.01% 11 1,100.00$ 2 200.00$ -$ 6 600.00$ -$ -$ -$
<br />O 283 2573.503 SILT FENCE, TYPE HI LIN FT 962 962 4.00$ 3,848.00$ 0.02% -$ -$ -$ 962 3,848.00$ -$ -$ -$
<br />O 283 2573.503 SILT FENCE, TYPE MS LIN FT 3521 3099 422 1.80$ 6,337.80$ 0.03% 3099 5,578.20$ -$ -$ 422 759.60$ -$ -$ -$
<br />O 283 2573.503 SILT FENCE, TYPE TB LIN FT 525 525 7.00$ 3,675.00$ 0.01% 525 3,675.00$ -$ -$ -$ -$ -$ -$
<br />O 283 2573.503 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT 258 258 22.00$ 5,676.00$ 0.02% 258 5,676.00$ -$ -$ -$ -$ -$ -$
<br />O 263, 283 2573.503 TEMPORARY SLOPE DRAIN LIN FT 400 400 85.00$ 34,000.00$ 0.14% 400 34,000.00$ -$ -$ -$ -$ -$ -$
<br />U 254 2573.503 FILTER BERM TYPE 5 LIN FT 300 300 40.00$ 12,000.00$ 0.05% 300 12,000.00$ -$ -$ -$ -$ -$ -$
<br />L, O 33, 283 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST LIN FT 32597 26785 632 5180 2.70$ 88,011.90$ 0.36% 26785 72,319.50$ 632 1,706.40$ -$ 5180 13,986.00$ -$ -$ -$
<br />U, P 254, 292 2574.505 SUBSOILING ACRE 46.2 32.0 2.3 11.9 300.00$ 13,860.00$ 0.06% 32 9,600.00$ 2 690.00$ -$ 12 3,570.00$ -$ -$ -$
<br />P 292 2574.505 SOIL BED PREPARATION ACRE 65.4 44 3.5 17.9 100.00$ 6,540.00$ 0.03% 44 4,400.00$ 4 350.00$ -$ 18 1,790.00$ -$ -$ -$
<br />U 254 2574.507 FILTER TOPSOIL BORROW CU YD 3862 3862 60.00$ 231,720.00$ 0.95% 3862 231,720.00$ -$ -$ -$ -$ -$ -$
<br />O 283 2574.508 FERTILIZER TYPE 1 POUND 16240 11080 920 4240 0.85$ 13,804.00$ 0.06% 11080 9,418.00$ 920 782.00$ -$ 4240 3,604.00$ -$ -$ -$
<br />P 292 2574.508 FERTILIZER TYPE 3 POUND 4291 3114 308 869 0.85$ 3,647.35$ 0.01% 3114 2,646.90$ 308 261.80$ -$ 869 738.65$ -$ -$ -$
<br />P 292 2574.508 FERTILIZER TYPE 4 POUND 2474 1537 63 874 1.50$ 3,711.00$ 0.02% 1537 2,305.50$ 63 94.50$ -$ 874 1,311.00$ -$ -$ -$
<br />2574.601 INFILTRATION TESTING LUMP SUM 1 1 14,600.00$ 14,600.00$ 0.06% 1 14,600.00$ -$ -$ -$ -$ -$ -$
<br />O 283 2575.504 TEMPORARY POLY COVERING SQ YD 5000 5000 3.50$ 17,500.00$ 0.07% 5000 17,500.00$ -$ -$ -$ -$ -$ -$
<br />L, O 33, 283 2575.504 RAPID STABILIZATION METHOD 4 SQ YD 79930 68348 1161 10421 1.77$ 141,476.10$ 0.58% 68348 120,975.96$ 1161 2,054.97$ -$ 10421 18,445.17$ -$ -$ -$
<br />P 292 2575.504 ROLLED EROSION PREVENTION CATEGORY 15 SQ YD 13595 4228 6135 3232 2.02$ 27,461.90$ 0.11% 4228 8,540.56$ 6135 12,392.70$ -$ 3232 6,528.64$ -$ -$ -$
<br />O, P 283, 292 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 SQ YD 295397 207331 8455 79611 1.77$ 522,852.69$ 2.13% 207331 366,975.87$ 8455 14,965.35$ -$ 79611 140,911.47$ -$ -$ -$
<br />O ,P 283, 292 2575.505 SEEDING ACRE 84.5 57.3 4.3 22.9 100.00$ 8,450.00$ 0.03% 57 5,730.00$ 4 430.00$ -$ 23 2,290.00$ -$ -$ -$
<br />P 292 2575.505 MOWING ACRE 87.0 58.6 4.6 23.8 150.00$ 13,050.00$ 0.05% 59 8,790.00$ 5 690.00$ -$ 24 3,570.00$ -$ -$ -$
<br />P 292 2575.505 WEED SPRAYING ACRE 22.8 15.3 1.2 6.3 500.00$ 11,400.00$ 0.05% 15 7,650.00$ 1 600.00$ -$ 6 3,150.00$ -$ -$ -$
<br />P 292 2575.506 WEED SPRAY MIXTURE GALLON 7.1 4.6 0.5 2 300.00$ 2,130.00$ 0.01% 5 1,380.00$ 1 150.00$ -$ 2 600.00$ -$ -$ -$
<br />P, SZ 292, 485 2575.507 MULCH MATERIAL TYPE 9 CU YD 75 75 128.13$ 9,609.75$ 0.04% 75 9,609.75$ -$ -$ -$ -$ -$ -$
<br />O 283 2575.508 HYDRAULIC STABILIZED FIBER MATRIX POUND 243600 166200 13800 63600 0.90$ 219,240.00$ 0.89% 166200 149,580.00$ 13800 12,420.00$ -$ 63600 57,240.00$ -$ -$ -$
<br />P 292 2575.523 WATER M GALLON 3915 2637 207 1071 30.00$ 117,450.00$ 0.48% 2637 79,110.00$ 207 6,210.00$ -$ 1071 32,130.00$ -$ -$ -$
<br />O 283 2575.523 RAPID STABILIZATION METHOD 3 M GALLON 82 74 8 550.00$ 45,100.00$ 0.18% 74 40,700.00$ -$ -$ 8 4,400.00$ -$ -$ -$
<br />P 292 2575.608 SEED OATS POUND 522 323 14 185 0.68$ 354.96$ 0.00% 323 219.64$ 14 9.52$ -$ 185 125.80$ -$ -$ -$
<br />O,P 283, 292 2575.608 SEED TWO-YEAR COVER CROP POUND 2552 1708 129 715 6.00$ 15,312.00$ 0.06% 1708 10,248.00$ 129 774.00$ -$ 715 4,290.00$ -$ -$ -$
<br />P 292 2575.608 SEED SOUTHERN BOULEVARD POUND 454 141 205 108 7.00$ 3,178.00$ 0.01% 141 987.00$ 205 1,435.00$ -$ 108 756.00$ -$ -$ -$
<br />P 292 2575.608 SEED MESIC INSLOPE POUND 1221 960 18 243 7.00$ 8,547.00$ 0.03% 960 6,720.00$ 18 126.00$ -$ 243 1,701.00$ -$ -$ -$
<br />P 292 2575.608 SEED WET DITCH POUND 114 101 13 71.00$ 8,094.00$ 0.03% 101 7,171.00$ -$ -$ 13 923.00$ -$ -$ -$
<br />P 292 2575.608 SEED SOUTHERN TALLGRASS ROADSIDE POUND 400 208 15 177 39.00$ 15,600.00$ 0.06% 208 8,112.00$ 15 585.00$ -$ 177 6,903.00$ -$ -$ -$
<br />2580.503 INTERIM PAVEMENT MARKING (13) LIN FT 10195 10195 1.50$ 15,292.50$ 0.06% -$ 10195 15,292.50$ -$ -$ -$ -$ -$
<br />TC 303 2581.503 6" REMOVABLE PREFORMED PAVEMENT MARKING TAPE LIN FT 91910 91910 1.95$ 179,224.50$ 0.73% 91910 179,224.50$ -$ -$ -$ -$ -$ -$
<br />TC 303 2581.603 REMOVABLE PREFORMED PLASTIC MASK (BLACK) LIN FT 24110 24110 2.20$ 53,042.00$ 0.22% 24110 53,042.00$ -$ -$ -$ -$ -$ -$
<br />TC 303 2582.503 6" SOLID LINE PAINT (WR) LIN FT 62260 25560 5910 30790 0.60$ 37,356.00$ 0.15% 25560 15,336.00$ 5910 3,546.00$ -$ 30790 18,474.00$ -$ -$ -$
<br />TC 303 2582.503 6" BROKEN LINE PAINT (WR) LIN FT 2770 2770 0.60$ 1,662.00$ 0.01% 2770 1,662.00$ -$ -$ -$ -$ -$ -$
<br />PM 425 2582.503 4" SOLID LINE MULTI COMP GR IN (WR) LIN FT 4375 2875 300 1200 1.04$ 4,550.00$ 0.02% 2875 2,990.00$ 300 312.00$ -$ 1200 1,248.00$ -$ -$ -$
<br />PM 425 2582.503 6" SOLID LINE MULTI COMP GR IN (WR) LIN FT 54250 32600 5400 16250 1.26$ 68,355.00$ 0.28% 32600 41,076.00$ 5400 6,804.00$ -$ 16250 20,475.00$ -$ -$ -$
<br />PM 425 2582.503 10" SOLID LINE MULTI COMP GR IN (WR) LIN FT 1100 1100 1.71$ 1,881.00$ 0.01% 1100 1,881.00$ -$ -$ -$ -$ -$ -$
<br />PM 425 2582.503 24" SOLID LINE MULTI COMP GR IN (WR) LIN FT 995 305 150 540 19.00$ 18,905.00$ 0.08% 305 5,795.00$ 150 2,850.00$ -$ 540 10,260.00$ -$ -$ -$
<br />PM 425 2582.503 4" BROKEN LINE MULTI COMP GR IN (WR) LIN FT 1080 260 45 775 1.04$ 1,123.20$ 0.00% 260 270.40$ 45 46.80$ -$ 775 806.00$ -$ -$ -$
<br />PM 425 2582.503 6" BROKEN LINE MULTI COMP GR IN (WR) LIN FT 2375 2375 1.26$ 2,992.50$ 0.01% 2375 2,992.50$ -$ -$ -$ -$ -$ -$
<br />PM 425 2582.503 6" DOTTED LINE MULTI COMP GR IN (WR) LIN FT 400 400 1.26$ 504.00$ 0.00% 400 504.00$ -$ -$ -$ -$ -$ -$
<br />PM 425 2582.503 4" DBLE SOLID LINE MULTI COMP GR IN (WR) LIN FT 12850 3200 4300 5350 2.08$ 26,728.00$ 0.11% 3200 6,656.00$ 4300 8,944.00$ -$ 5350 11,128.00$ -$ -$ -$
<br />PM 425 2582.518 PAVT MSSG PREF TAPE GR IN SQ FT 587 185 278 124 28.00$ 16,436.00$ 0.07% 185 5,180.00$ 278 7,784.00$ -$ 124 3,472.00$ -$ -$ -$
<br />PM 425 2582.518 CROSSWALK PREF THERMO GR IN SQ FT 1790 1790 21.00$ 37,590.00$ 0.15% -$ 1790 37,590.00$ -$ -$ -$ -$ -$
<br />24,518,524.72$ 100.00% 16,591,724.65$ 2,602,212.24$ 677,532.82$ 3,529,795.03$ 516,064.48$ 589,059.00$ 12,136.50$
<br />22,157,624.72$ 15,009,921.65$ 2,342,513.24$ 606,705.82$ 3,199,269.03$ 468,846.48$ 518,232.00$ 12,136.50$
<br />0.68 0.11 0.03 0.14 0.02 0.02 0.00
<br />PRORATA % 1.00 0.67 0.11 0.03 0.14 0.02 0.03
<br />BRIDGE NO. 82053 (TH 36 WB) SQ FT 4270 4270 1,185,086.28$ 4270 -$ -$ -$ -$ -$
<br />BRIDGE NO. 82054 (TH 36 EB) SQ FT 5940 5940 1,610,048.44$ 5940 -$ -$ -$ -$ -$
<br />27,313,659.44$ 16,591,724.65$ 2,602,212.24$ 677,532.82$ 3,529,795.03$ 516,064.48$ 589,059.00$ 12,136.50$
<br />(A) 100% STATE FUNDS
<br />(P) = PLAN QUANTITY
<br />SPECIFIC NOTES
<br />(1) ITEM FOR REMOVAL OF SEPTIC SYSTEM AT 5900 LAKE ELMO AVE. FORMER RIVER VALLEY CHRISTIAN CHURCH.
<br />(2) ITEM FOR HAULING OF SALVAGED CCTV CAMERA ASSEMBLIES, CCTV HARDWARE, ATR CABINET, TRAFFIC SIGNAL CABINET, ELECTRONICS, AND TRAFFIC SIGNAL NON-INTRUSIVE DETECTION EQUIPMENT.
<br />(3) ITEM TO BE USED FOR PATCHING BITUMINOUS PAVEMENT AS APPROVED BY THE ENGINEER. BITUMINOUS MIXTURE TYPE SP 12.5 WEARING COURSE MIX (3,C), (SPWEB340C)
<br />(4) ITEM TO BE USED FOR TEMPORARY ROAD AND/OR DRIVEWAY ACCESS ONLY AS APPROVED BY ENGINEER.
<br />(5) ITEM TO BE USED AS APPROVED BY ENGINEER. STREET SWEEPING FOR COMPLIANCE WITH ENVIRONMENTAL PERMITS WILL BE NON-COMPENSABLE.
<br />(6) MEASUREMENT OF QUANTITIES FOR AGGREGATE SHOULDERING SHALL BE MADE IN ACCORDANCE WITH MNDOT 1901.5 - LOOSE VOLUME IN VEHICLE MEASURE - CUBIC YARDS. ALL HAULING UNITS MUST BE MEASURED BY THE ENGINEER PRIOR TO HAULING;
<br /> NO PAYMENT WILL BE MADE FOR UNITS THAT HAVE NOT BEEN MEASURED. TIME NECESSARY TO MEASURE HAULING UNITS IS INCIDENTAL. SEE WC-2003 FOR ADDITIONAL REQUIREMENTS.
<br />(7) THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR USE OF FLAG PERSON HOURS WHICH WILL BE REVIEWED AND APPROVED BY WASHINGTON COUNTY. FAILURE TO DO SO SHALL RESULT IN NO PAYMENT.
<br />(8) INCLUDES TEMPORARY ADDRESS PLAQUES ON MAIL BOX DURING CONSTRUCTION. TEMPORARY ADDRESS PLAQUES SHALL BE FURNISHED, INSTALLED, AND MAINTAINED THROUGHOUT THE PROJECT FOR ALL ADJACENT PROPERTY OWNERS.
<br /> ADDRESS PLAQUES SHALL CONSIST OF A 6-INCH BY 12-INCH RETRO-REFLECTIVE ORANGE SIGN WITH 3-INCH BLACK LETTERS.
<br />(9) ITEM FOR MONITORING OF RWALL 1 EMBANKMENT SETTLEMENT. MONITOR EMBANKMENT AT 100 FT INCREMENT ALONG RWALL 1 WEEKLY FOR AT LEAST 4 WEEKS OR UNTIL THE WEEKLY SETTLEMENT IS LESS THAN 0.01 INCHES PER WEEK.
<br /> SETTLEMENT SHALL BE LESS THAN 0.01 INCHES PER WEEK PRIOR TO PAVING THE SFR ADJACENT TO RWALL 1.
<br />(10) ITEM FOR CONTAMINATED SOIL WITHIN THE PROJECT AREA. BRICK DEBRIS EXPECTED AT NFR STA. 135+75 RT FROM DEPTH OF 2 FT TO 7FT. CONCRETE DEBRIS EXPECTED AT CSAH 17 STA. 35+25 LT FROM DEPTH OF 0.6 FT TO 6 FT.
<br />(11) TEMPORARY SHEET PILING MAY BE REQUIRED TO CONSTRUCT RWALL 1.
<br />(12) INCLUDES 6 SALVAGED SIGNS, 1 SALVAGED SIGN PANEL, AND 2 SIGNS FURNISHED BY WASHINGTON COUNTY.
<br />(13) ITEM TO BE USED FOR INTERIM PAVEMENT MARKING ALONG CSAH 17.
<br />TOTAL PROJECT COST
<br />NON-PRORATA ITEM
<br />TOTALS
<br />TOTAL GRADING
<br />PROJECT COST
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