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HomeMy WebLinkAbout20100517 - VI-21Item Account Records Industrial Park Area Improvements SAP 130 - 140 -001 41112016 through 413012010 05/10/2010 Date Item # ItemDescription By Comments Unit Quantity Unit Price ItemTotal. 2009 -1 I PAI 04/30/2010 110 CONIFEROUS TREE 6' HT B &B Chalmers PE7 (24 EWP,12 PP,16 SP) TREE 52.00 $165.00 $8,580.00 04/30/2010 111 DECIDUOUS TREE 2" CAL B &B Chalmers PE7 (SWAMP WH OAK) TREE 46.00 $210.00 $9,660.00 Total Project Amount for Period $18,240.00 2009 -1 1PA1 Pay Estimate 4 7 Page 1 Pnoa 1 of 1 Quantities and Costs TO Date Monda Ma 10, 2010 Industrial Park Area Improvements SAP 130 - 140 -001 2009 -1 IPAI Pay Estimate 4 7 Page 2 P"oa I of s ItemDescription Unit Unit Price Estimate Quantity Actual Quantity Quantity Over /(Under) Contract Bid Total Overage = bold Under bid = O Actual Total Cost Over/ (Under) A ?009 -IIPAI 2101.501 1 CLEARING (ACRE) ACRE $3,500.00 4.20 4.20 0 $14,700.00 $14,700.00 $0.00 2101.502 2 CLEARING (TREE) TREE $150.00 7.00 9.00 2 $1,050.00 $1,350.00 $300.00 2101.506 3 GRUBBING (ACRE) ACRE $1,200.00 4.20 4.20 0 $5,040.00 $5,040.00 $0.00 2101.507 4 GRUBBING (TREE) TREE $100.00 7.00 9.00 2 $700.00 $900.00 $200.00 2104.501 5 REMOVE CMP PIPE (CULVERT) LF $3.00 2,700.00 2,791.00 91 $8,100.00 $8,373.00 $273.00 2104.501 6 REMOVE CONC CURB AND GUTTER LF $3.00 500.00 528.00 28 $1,500.00 $1,584.00 $84.00 2104.505 7 REMOVE CONC SIDEWALK/DRIVEWAY SY $5.00 1,000.00 0 $5,000.00 $0.00 2104.505 8 REMOVE BIT PAVT SY $3.00 5,600.00 3,696.00 (1,904) $16,800.00 $11,088.00 ($5,712.00) 2104.509 9 REMOVE EX GV EA $250.00 1.00 1.00 0 $250.00 $250.00 $0.00 2104.509 10 REMOVE EX HYD AND GV EA $250.00 14.00 7.00 (7) $3,500.00 $1,750.00 ($1,750.00) 2104.513 11 ADDITIONAL SAW CUTTING LF $4.00 250.00 0 $1,000.00 $0.00 2104.603 12 ABANDON STORM SEWER LF $3.00 56.00 56.00 0 $168.00 $168.00 $0.00 2104.607 13 SALVAGE AGG FROM STOCKPILE (MILLINGS) CY $6.25 2,500.00 0 $15,625.00 $0.00 2104.607 14 SALVAGE RANDOM RIPRAP CY $50.00 80.00 80.00 0 $4,000.00 $4,000.00 $0.00 2105.501 15 COMMON EXC (EV) CY $7.70 8,700.00 14,854.00 6,154 $66,990.00 $114,375.80 $47,385.80 2104.501 16 COMMON EXC (TRAIL) (EV) CY $8.50 2,700.00 1,993.00 (707) $22,950.00 $16,940.50 ($6,009.50) 2105.503 17 ROCK EXC (EV) CY $25.00 500.00 100.00 (400) $12,500.00 $2,500.00 ($10,000.00) 2105.607 18 SUBGRADE EXC (EV) CY $6.50 1,900.00 401.00 (1,499) $12,350.00 $2,606.50 ($9,743.50) 2105.521 19 GRANULAR BORROW (LV) CY $7.20 5,100.00 0 $36,720.00 $0.00 2105.525 20 TOPSOIL BORROW (LV) CY $7.20 8,500.00 5,132.00 (3,368) $61,200.00 $36,950.40 ($24,249.60) 2105.601 21 SITE GRADING & COMPACTION LS $9,000.00 1.00 1.00 0 $9,000.00 $9,000.00 $0.00 2105.604 22 BLVD PREP & GRADING SY $0.30 46,700.00 43,615.00 (3,085) $14,010.00 $13,084.50 ($925.50) 2105.607 23 RAINWATER GARDEN SOIL TILLING SY $1.45 4,000.00 481.00 (3,519) $5,800.00 $697.45 ($5,102.55) 2106.607 24 GRANULAR EMBANKMENT CY $9.00 3,850.00 0 $34,650.00 $0.00 2211.501 25 AGG BASE CL 5 (STREET) TON $10.00 9,000.00 6,573.00 (2,427) $90,000.00 $65,730.00 ($24,270.00) 2211.501 26 AGG BASE CL 5 (TRAIL) TON $12.90 2,000.00 1,717.00 (283) $25,800.00 $22,149.30 ($3,650.70) 2232.501 27 MILL BIT PAVT SY $1.75 12,750.00 0 $22,312.50 $0.00 2331.603 28 BIT JOINT SAWING AND SEALING LF $1.80 7,500.00 6,980.00 (520) $13,500.00 $12,564.00 ($936.00) 2331.604 29 FULL DEPTH PAVT & RECLAMATION - 9" SY $2.25 18,600.00 31,570.00 12,970 $41,850.00 $71,032.50 $29,182.50 2360.501 30 BIT WEAR COURSE (MV 3) STREET TON $56.00 3,300.00 3,250.00 (50) $184,800.00 $182,000.00 ($2,800.00) 2009 -1 IPAI Pay Estimate 4 7 Page 2 P"oa I of s ItemDescription Unit Unit Price 2331.508 31 BIT WEAR COURSE (LV 4) TRAIL TON 2360.502 32 BIT NON WEAR COURSE (MV 3) STREET TON 2360.502 33 BIT NON WEAR COURSE (LV 3) TRAIL TON 2350.503 34 BIT WEAR COURSE (MV 3) DRIVEWAY SY 2357.502 35 BIT MATERIAL FOR TACK COAT GAL 2411.618 36 INSTALL BLOCK RETAINING WALL (NEW) SF 2451.607 37 GRANULAR PIPE BEDDING (LV) CY 2501.515 38 15" RCP APRON CL III W/ TRASHGUARD EA 2501.515 39 24" RCP APRON CL III W/ TRASHGUARD EA 2501.521 40 13 1/2 " x 22" RCP ARCH PIPE CL III LF 2501.515 41 18" X 28 -1/2" RCP APRON CL III W/ TRASHGU LF 2501.521 42 22 1/2" X 36 1/4" RCP ARCH PIPE CL III LF 2501.521 43 31 5/16" X 51 1/8" RCP ARCH PIPE CL III LF 2501.525 44 22" SPAN RC PIPE ARCH APRON W/ TRASHG EA 2501.525 45 28" SPAN RC PIPE ARCH APRON W/ TRASHG EA 2501.525 46 36" SPAN RC PIPE ARCH APRON W/ TRASHG EA 2501.525 47 51" SPAN RC PIPE ARCH APRON W/ TRASHG EA 2503.541 48 15" RCP DES 3006 CL III LF 2503.541 49 24" RCP DES 3006 CL III LF 2503.511 50 15" N -12 CP SEWER LF 2503.511 51 18" N -12 CP SEWER LF 2503.511 52 24" N -12 CP SEWER LF 2503.511 53 60" N -12 CP SEWER LF 2503.511 54 10" DIP SAN SEWER (ALL DEPTHS) LF 2503.541 55 18" RCP DES 3006 CL III LF 2503.602 56 BULKHEAD EX STORM SEWER EA 2503.602 57 60" MARMAX COLLAR W/ CONC CONST JOINT EA 2503.602 58 CONCRETE DROP WALL FOR 60" RCP FES EA 2503.602 59 66" CMP APRON W/ TRASHGUARD EA 2503.602 60 8" PVC SDR 35 LOW FLOW CONTROL PIPES EA 2503.602 61 ADJUST EX SAN MH TO GRADE EA 2503.602 62 15" CP SEWER APRON W/ TRASHGUARD EA 2503.602 63 18" CP SEWER APRON W/ BULLNOSE TRASH EA 2503.602 64 24" CP SEWER APRON W/ TRASHGUARD EA 2503.603 65 REMOVE & REPLACE EX SAN SEWER (ALL D LF 2503.603 66 TELEVISE SAN SEW LF 2504.602 67 CONNECT TO EX WM EA 2504.602 68 HYD 7.5' BURY W/ GV EA 2504.602 69 REPLACE EX GV BOX EA Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over /(Under) Total (Under) 500.00 162.00 (338) $30,000.00 $9,720.00 ($20,280.00) 6,600.00 6,310.00 (290) $297,000.00 $283,950.00 ($13,050.00) 500.00 104.00 (396) $28,500.00 $5,928.00 ($22,572.00) 4,900.00 5,089.00 189 $116,375.00 $120,863.75 $4,488.75 2,400.00 2,500.00 100 $7,200.00 $7,500.00 $300.00 500.00 0 $12,500.00 $0.00 180.00 50.00 (130) $1,146.60 $318.50 ($828.10) 50.00 42.00 (8) $29,250.00 $24,570.00 ($4,680.00) 6.00 5.00 (1) $5,472.00 $4,560.00 ($912.00) 240.00 280.00 40 $7,833.60 $9,139.20 $1,305.60 392.00 352.00 (40) $16,205.28 $14,551.68 ($1,653.60) 456.00 334.00 (122) $23,397.36 $17,137.54 ($6,259.82) 88.00 88.00 0 $6,398.48 $6,398.48 $0.00 10.00 13.00 3 $7,260.00 $9,438.00 $2,178.00 16.00 16.00 0 $14,080.00 $14,080.00 $0.00 17.00 15.00 (2) $20,366.00 $17,970.00 ($2,396.00) 2.00 2.00 0 $3,422.00 $3,422.00 $0.00 1,125.00 924.00 (201) $24,255.00 $19,921.44 ($4,333.56) 350.00 277.00 (73) $8,764.00 $6,936.08 ($1,827.92) 195.00 243.00 48 $3,484.65 $4,342.41 $857.76 58.00 53.00 (5) $1,244.68 $1,137.38 ($107.30) 60.00 40.00 (20) $1,608.00 $1,072.00 ($536.00) 140.00 132.00 (8) $28,945.00 $27,291.00 ($1,654.00) 10.00 0 $660.00 $0.00 100.00 139.00 39 $2,232.00 $3,102.48 $870.48 2.00 2.00 0 $200.00 $200.00 $0.00 1.00 1.00 0 $420.00 $420.00 $0.00 1.00 0 $0.00 $0.00 1.00 1.00 0 $2,550.00 $2,550.00 $0.00 3.00 3.00 0 $495.00 $495.00 $0.00 1.00 1.00 0 $450.00 $450.00 $0.00 1.00 1.00 0 $310.00 $310.00 $0.00 1.00 1.00 0 $438.00 $438.00 $0.00 1.00 1.00 0 $453.00 $453.00 $0.00 50.00 0 $4,300.00 $0.00 50.00 0 $615.00 $0.00 12.00 9.00 (3) $5,040.00 $3,780.00 ($1,260.00) 14.00 8.00 (6) $67,441.78 $38,538.16 ($28,903.62) 1.00 1.00 0 $415.00 $415.00 $0.00 $60.00 $45.00 $57.00 $23.75 $3.00 $25.00 $6.37 $585.00 $912.00 $32.64 $41.34 $51.31 $72.71 $726.00 $880.00 $1,198.00 $1,711.00 $21.56 $25.04 $17.87 $21.46 $26.80 $206.75 $66.00 $22.32 $100.00 $420.00 $0.00 $2,550.00 $165.00 $450.00 $310.00 $438.00 $453.00 $86.00 $12.30 $420.00 $4,817.27 $415.00 2009 -1 IPAI Pay Estimate 4 7 Page 3 Pnoa 7 "f; ItemDescription Unit Unit Price Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over /(Under) Total 2504.602 (Under) 5.00 1.00 (4) $205.00 $41.00 ($164.00) 9.00 1.00 (8) $4,050.00 $450.00 ($3,600.00) 24.00 6.00 (18) $6,000.00 $1,500.00 ($4,500.00) 1.00 1.00 0 $3,200.00 $3,200.00 $0.00 1.00 1.00 0 $135.00 $135.00 $0.00 1.00 2.00 1 $2,192.00 $4,384.00 $2,192.00 1.00 2506.516 0 $2,317.00 2506.516 $0.00 4.00 15.50 12 $1,528.00 $5,921.00 $4,393.00 235.00 120.00 (115) $6,013.65 $3,070.80 ($2,942.85) 10.00 18.00 8 $680.30 $1,224.54 $544.24 50.00 2511.502 0 $950.00 2511.511 $0.00 4.00 3.00 (1) $6,700.00 $5,025.00 ($1,675.00) 1.00 1.00 0 $1,375.00 $1,375.00 $0.00 1.00 1.00 0 $10,500.00 $10,500.00 $0.00 1.00 2.00 1 $2,000.00 $4,000.00 $2,000.00 1.00 2.00 1 $2,600.00 $5,200.00 $2,600.00 4.00 1.00 (3) $4,000.00 $1,000.00 ($3,000.00) 16.00 14.00 (2) $16,000.00 $14,000.00 ($2,000.00) 1.00 0 $0.00 $0.00 1.00 1.00 0 $1,500.00 $1,500.00 $0.00 2.00 2.00 0 $840.00 $840.00 $0.00 1.00 0 $420.00 $0.00 20.00 15.00 (5) $4,000.00 $3,000.00 ($1,000.00) 23.00 3.50 (20) $6,900.00 $1,050.00 ($5,850.00) 550.00 507.00 (43) $22,000.00 $20,280.00 ($1,720.00) 222.00 222.00 0 $4,662.00 $4,662.00 $0.00 1,000.00 1,080.00 80 $3,000.00 $3,240.00 $240.00 400.00 1,078.00 678 $6,800.00 $18,326.00 $11,526.00 17,800.00 17,432.00 (368) $160,200.00 $156,888.00 ($3,312.00) 50.00 70.00 20 $10,000.00 $14,000.00 $4,000.00 36.00 36.00 0 $23,760.00 $23,760.00 $0.00 50.00 0.00 (50) $600.00 $0.00 ($600.00) 9,500.00 9,834.00 334 $57,000.00 $59,004.00 $2,004.00 1.00 3.00 2 $500.00 $1,500.00 $1,000.00 38,000.00 30,500.00 (7,500) $22,800.00 $18,300.00 ($4,500.00) 1.00 2.00 1 $3,675.00 $7,350.00 $3,675.00 1.00 2.00 1 $1,500.00 $3,000.00 $1,500.00 17.00 14.00 (3) $18,055.87 $14,869.54 ($3,186.33) 22.00 22.00 0 $16,766.42 $16,766.42 $0.00 2504.602 70 CURB STOP COVER CASTING 2504.602 71 REPLACE GV BOX SECTION 2504.602 72 ADJUST EX GV BOX 2504.602 73 12" GV AND BOX 2504.602 74 CURB STOP BOX REPAIR /EXTENSION 2504.602 75 6" LIVE TAP ON EX 8" WM 2504.602 76 6" LIVE TAP ON EX 12" WM 2504.603 77 HYD RISER 2504.603 78 6" DIP CL 52 W/ FITTINGS 2504.603 79 12" DIP CL 52 W/ FITTINGS 2504.604 80 2" INSULATION 4'x8' SHEET 2506.502 81 CONST DRAINAGE STRUCTURE DES 24 "X36" 2506.502 82 CONST DRAINAGE STRUCTURE DES 4020 -27 2506.502 83 84" DIA OVERFLOW /CONTROL STRUCTURE 2506.502 84 CONST DRAINAGE STRUCTURE DES 4020 -48 2506.502 85 CONST DRAINAGE STRUCTURE DES 4020 -60 2506.516 86 REPLACE EX STORM SEWER CASTING 2506.516 87 REPLACE EX SAN SEW CASTING 2506.516 88 60" DIA SPEC TRASH RACK 2506.602 89 INSTALL SPECIAL DRAINAGE STRUCTURE (3 2506.602 90 CONNECT TO EX STORM SEWER STRUCTUR 2506.602 91 CONNECT TO EX STORM SEWER 2503.602 92 CHIMNEY SEAL 2506.603 93 CONSTRUCT MH OR CB RISER 2511.502 94 RIPRAP (ALL SIZES) (TON) 2511.511 95 GRANULAR SEEPAGE FILTER MATERIAL 2511.515 96 GEOTEXTILE FILTER MATERIAL TYPE IV 2521.501 97 4" CONC WALK 2531.501 98 CONC CURB & GUTTER B618 2531.602 99 CONC CURB CUT APRON 2545.515 100 LIGHT BASE DESIGN - SPECIAL 2545.521 101 RIGID STEEL CONDUIT (2 INCH) 2545.523 102 PVC CONDUIT (1 INCH) 2545.523 103 QUAZITE HANDHOLE 2545.531 104 WIRE ( #10, 2 HOT, 1 NEUT, 1 GRID) 2545.541 105 SERVICE CABINET TYPE L1 2545.545 106 CONC PAD FOR SERVICE CABINET 2545.602 107 NEW POLE & FIXTURE 2545.602 108 RELOCATE EXISTING POLE W/ RETROFIT FIX EA EA EA EA EA EA EA LF LF LF SY EA EA EA EA EA EA EA EA EA EA EA EA LF TON CY SY SF LF EA EA LF LF EA LF EA EA EA EA $41.00 $450.00 $250.00 $3,200.00 $135.00 $2,192.00 $2,317.00 $382.00 $25.59 $68.03 $19.00 $1,675.00 $1,375.00 $10,500.00 $2,000.00 $2,600.00 $1,000.00 $1,000.00 $0.00 $1,500.00 $420.00 $420.00 $200.00 $300.00 $40.00 $21.00 $3.00 $17.00 $9.00 $200.00 $660.00 $12.00 $6.00 $500.00 $0.60 $3,675.00 $1,500.00 $1,062.11 $762.11 2009 -1 IPAI Pay Estimate # 7 Page 4 Pnoa 2 "f; 2009 -1 IPAI Pay Estimate 4 7 Page 5 P"oa a of s ItemDescription Unit Unit Price Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over /(Under) Total (Under) 2563.601 109 TRAFFIC CONTROL LS $24,000.00 1.00 1.00 0 $24,000.00 $24,000.00 $0.00 2571.501 110 CONIFEROUS TREE 6' HT B &B TREE $165.00 58.00 52.00 (6) $9,570.00 $8,580.00 ($990.00) 2571.502 111 DECIDUOUS TREE 2" CAL B &B TREE $210.00 251.00 225.00 (26) $52,710.00 $47,250.00 ($5,460.00) 2571.507 112 PRAIRIE CORDGRASS PLUG PLT $2.00 3,392.00 0 $6,784.00 $0.00 2571.602 113 SPECIAL METHOD FOR PLANTING TREE ADJ EA $250.00 5.00 0 $1,250.00 $0.00 2573.601 114 EROSION & SEDIMENT CONTROL LS $5,000.00 1.00 0.80 0 $5,000.00 $4,000.00 ($1,000.00) 2573.601 115 CONTROL OF WATER LS $15,000.00 1.00 1.00 0 $15,000.00 $15,000.00 $0.00 2575.608 116 SEED LB $4.25 1,090.00 2,102.00 1,012 $4,632.50 $8,933.50 $4,301.00 2575.511 117 MULCH TON $150.00 4.00 0 $600.00 $0.00 2573.523 118 EROSION CONTROL BLANKETS CATEGORY 2 SY $1.15 19,300.00 100.00 (19,200) $22,195.00 $115.00 ($22,080.00) 2575.523 119 EROSION CONTROL BLANKETS CATEGORY 4 SY $2.00 250.00 24,000.00 23,750 $500.00 $48,000.00 $47,500.00 2575.525 120 FURNISH & INSTALL TRIM SY $8.80 7,500.00 9,522.00 2,022 $66,000.00 $83,793.60 $17,793.60 2575.525 121 FURNISH & INSTALL HPTRM SY $20.50 2,400.00 770.00 (1,630) $49,200.00 $15,785.00 ($33,415.00) 2575.531 122 FERTILIZER TON $1,500.00 0.30 1.20 1 $450.00 $1,800.00 $1,350.00 2575.561 123 SEEDED HYDRO MULCH SY $0.30 59,100.00 75,040.00 15,940 $17,730.00 $22,512.00 $4,782.00 2564.602 124 PAVT MESSAGE (LEFT ARROW) EPDXY EA $125.00 1.00 0 $125.00 $0.00 2564.602 125 PAVT MESSAGE (RIGHT ARROW) EPDXY EA $125.00 1.00 0 $125.00 $0.00 2582.502 126 12" SOLID LINE WHITE EPDXY LF $6.50 30.00 0 $195.00 $0.00 2564.603 127 12" SOLID LINE YELLOW EPDXY LF $5.00 20.00 0 $100.00 $0.00 2564.603 128 4" BROKEN LINE YELLOW EPDXY LF $0.50 900.00 0 $450.00 $0.00 2582.503 129 3'X 6' ZEBRA CROSSING WHITE EPDXY SF $4.20 108.00 0 $453.60 $0.00 130 EXTEND STORM SEWER CROSSING LS $3,831.87 1.00 1.00 0 $3,831.87 $3,831.87 $0.00 131 F & I TRAIL CULVERT LS $1,824.00 1.00 1.00 0 $1,824.00 $1,824.00 $0.00 132 WATER SERVICE VALVE REPAIR LS $2,953.06 1.00 1.00 0 $2,953.06 $2,953.06 $0.00 2350.501 133 BIT WEAR COURSE (LV4) TRAIL - 3" LIFT TON $55.70 600.00 632.00 32 $33,420.00 $35,202.40 $1,782.40 2582.501 134 PAVT MESSAGE (LEFT ARROW) PAINT EA $62.50 1.00 1.00 0 $62.50 $62.50 $0.00 2582.501 135 PAVT MESSAGE (RIGHT ARROW) PAINT EA $62.50 1.00 1.00 0 $62.50 $62.50 $0.00 2582.502 136 12" SOLID LINE WHITE PAINT LF $3.25 30.00 31.00 1 $97.50 $100.75 $3.25 2582.502 137 4" BROKEN LINE YELLOW PAINT LF $0.50 900.00 710.00 (190) $450.00 $355.00 ($95.00) 2582.502 138 4" SOLID LINE YELLOW PAINT LF $0.50 700.00 939.00 239 $350.00 $469.50 $119.50 139 REMOVE TREE STUMPS EA $27.50 16.00 16.00 0 $440.00 $440.00 $0.00 Subproject Totals: 52,268,579.70 52,014,66603 (5253,913.67) 2009 -1 IPAI Pay Estimate 4 7 Page 5 P"oa a of s ItemDescription Unit Unit Price Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over /(Under) Total (Under) Total Project Amount To Date: Contract Bid Total: $2,268,579.70 Actual Total: $2,014,666.03 Cost Over/Under: ($253,913.67) 2009 -1 IPAI Pay Estimate 4 7 Page 6 Pnoa s of s City of Hastings - Engineering Department PAYMENTS Project Name: Industrial Park Area Improvements S CURRENT STATISTICS: I Totals To Date: Work Completed Unpaid Balance Current Payment Period: Current Payment PAYMENTS: ProjectTotal: J $2,229,790.98 $2,014,666.03 Payments Made $1,969,677.50 $44,988.53 Retainage $44,988.53 4/1/2010 - 4/30/2010 $17,328.00 Current Retainage $912.00 Start Date I End Date Payment # Payment Retainage 08/01/2009 09/01/2009 10/01/2009 08/31/2009 09/30/2009 10/31/2009 1 2 3 $275,083.15 $351,132.57 $930,447.98 $0.00 $0.00 $23,250.96 11/01/2009 11/30/2009 4 $314,084.69 $23,250.96 12/01/2009 12/31/2009 5 $55,226.71 ($3,813.52) 01/01/2010 04/01/2010 01/31/2010 04/30/2010 6 7 $26,374.40 $17 $1,388.13 $912.00 2009 -1 IPAI Pay Estimate 4 7 Page 7 Request For Payment Date: May 10, 2010 Project: Industrial Park Area Improveme Contractor: NorthWest Asphalt, Inc. Request Number: 7 Payment Period: 04/01/2010 - 04/30/2010 ITEM Overages = bold Under bid = italics 2009 -1 IPAI 4.2 2101.501 1 CLEARING (ACRE) 2101.502 2 CLEARING (TREE) 2101.506 3 GRUBBING (ACRE) 2101.507 4 GRUBBING (TREE) 2104.501 5 REMOVE CMP PIPE (CULVERT) 2104.501 6 REMOVE CONC CURB AND GUTTER 2104.505 7 REMOVE CONC SIDEWALK /DRIVEWAY 2104.505 8 REMOVE BIT PAVT 2104.509 9 REMOVE EX GV 2104.509 10 REMOVE EX HYD AND GV 2104.513 11 ADDITIONAL SAW CUTTING 2104.603 12 ABANDON STORM SEWER 2104.607 13 SALVAGE AGG FROM STOCKPILE (MILLINGS) 2104.607 14 SALVAGE RANDOM RIPRAP 2105.501 15 COMMON EXC (EV) 2104.501 16 COMMON EXC (TRAIL) (EV) 2105.503 17 ROCK EXC (EV) 2105.607 18 SUBGRADE EXC (EV) 2105.521 19 GRANULAR BORROW (LV) ORIGINAL BID COMPLETED This Period To Date Unit Quantity Unit Price Quantity Amount Quantity Amount ACRE 4.2 $3,500.00 0 $0.00 4.20 $14,700.00 TREE 7 $150.00 0 $0.00 9.00 $1,350.00 ACRE 4.2 $1,200.00 0 $0.00 4.20 $5,040.00 TREE 7 $100.00 0 $0.00 9.00 $900.00 LF 2700 $3.00 0 $0.00 2,791.00 $8,373.00 LF 500 $3.00 0 $0.00 528.00 $1,584.00 SY 1000 $5.00 0 $0.00 0.00 $0.00 SY 5600 $3.00 0 $0.00 3,696.00 $11,088.00 EA 1 $250.00 0 $0.00 1.00 $250.00 EA 14 $250.00 0 $0.00 7.00 $1,750.00 LF 250 $4.00 0 $0.00 0.00 $0.00 LF 56 $3.00 0 $0.00 56.00 $168.00 CY 2500 $6.25 0 $0.00 0.00 $0.00 CY 80 $50.00 0 $0.00 80.00 $4,000.00 CY 8700 $7.70 0 $0.00 14,854.00 $114,375.80 CY 2700 $8.50 0 $0.00 1,993.00 $16,940.50 CY 500 $25.00 0 $0.00 100.00 $2,500.00 CY 1900 $6.50 0 $0.00 401.00 $2,606.50 CY 5100 $7.20 0 $0.00 0.00 $0.00 2009 -1 IPAI Pay Estimate 4 7 Page 8 2009 -1 IPAI Pay Estimate 4 7 Page 9 ITEM ORIGINAL BID COMPLETED Overages - bold This Period To Date Under bid = italics Unit Quantity Unit Price Quantity Amount Quantity Amount 2105.525 20 TOPSOIL BORROW (LV) cY 8500 $7.20 0 $0.00 5,132.00 $36,950.40 2105.601 21 SITE GRADING & COMPACTION LS 1 $9,000.00 0 $0.00 1.00 $9,000.00 2105.604 22 BLVD PREP & GRADING SY 46700 $0.30 0 $0.00 43,615.00 $13,084.50 2105.607 23 RAINWATER GARDEN SOIL TILLING SY 4000 $1.45 0 $0.00 481.00 $697.45 2106.607 24 GRANULAR EMBANKMENT cY 3850 $9.00 0 $0.00 0.00 $0.00 2211.501 25 AGG BASE CL 5 (STREET) TON 9000 $10.00 0 $0.00 6,573.00 $65,730.00 2211.501 26 AGG BASE CL 5 (TRAIL) TON 2000 $12.90 0 $0.00 1,717.00 $22,149.30 2232.501 27 MILL BIT PAVT SY 12750 $1.75 0 $0.00 0.00 $0.00 2331.603 28 BIT JOINT SAWING AND SEALING LF 7500 $1.80 0 $0.00 6,980.00 $12,564.00 2331.604 29 FULL DEPTH PAVT & RECLAMATION - 9" SY 18600 $2.25 0 $0.00 31,570.00 $71,032.50 2360.501 30 BIT WEAR COURSE (MV 3) STREET TON 3300 $56.00 0 $0.00 3,250.00 $182,000.00 2331.508 31 BIT WEAR COURSE (LV 4) TRAIL TON 500 $60.00 0 $0.00 162.00 $9,720.00 2360.502 32 BIT NON WEAR COURSE (MV 3) STREET TON 6600 $45.00 0 $0.00 6,310.00 $283,950.00 2360.502 33 BIT NON WEAR COURSE (LV 3) TRAIL TON 500 $57.00 0 $0.00 104.00 $5,928.00 2350.503 34 BIT WEAR COURSE (MV 3) DRIVEWAY SY 4900 $23.75 0 $0.00 5,089.00 $120,863.75 2357.502 35 BIT MATERIAL FOR TACK COAT GAL 2400 $3.00 0 $0.00 2,500.00 $7,500.00 2411.618 36 INSTALL BLOCK RETAINING WALL (NEW) SF 500 $25.00 0 $0.00 0.00 $0.00 2451.607 37 GRANULAR PIPE BEDDING (LV) cY 180 $6.37 0 $0.00 50.00 $318.50 2501.515 38 15" RCP APRON CL III W/ TRASHGUARD EA 50 $585.00 0 $0.00 42.00 $24,570.00 2501.515 39 24" RCP APRON CL III W/ TRASHGUARD EA 6 $912.00 0 $0.00 5.00 $4,560.00 2501.521 40 13 1/2 " x 22" RCP ARCH PIPE CL III LF 240 $32.64 0 $0.00 280.00 $9,139.20 2501.515 41 18" X 28 -1/2" RCP APRON CL III W/ TRASHGUAR LF 392 $41.34 0 $0.00 352.00 $14,551.68 2501.521 42 22 1/2" X 36 1/4" RCP ARCH PIPE CL III LF 456 $51.31 0 $0.00 334.00 $17,137.54 2501.521 43 31 5/16" X 51 1/8" RCP ARCH PIPE CL III LF 88 $72.71 0 $0.00 88.00 $6,398.48 2501.525 44 22" SPAN RC PIPE ARCH APRON W/ TRASHGUA EA 10 $726.00 0 $0.00 13.00 $9,438.00 2501.525 45 28" SPAN RC PIPE ARCH APRON W/ TRASHGUA EA 16 $880.00 0 $0.00 16.00 $14,080.00 2501.525 46 36" SPAN RC PIPE ARCH APRON W/ TRASHGUA EA 17 $1,198.00 0 $0.00 15.00 $17,970.00 2009 -1 IPAI Pay Estimate 4 7 Page 9 2009 -1 IPAI Pay Estimate 4 7 Page 10 ITEM ORIGINAL BID COMPLETED Overages - bold This Period To Date Under bid = italics Unit Quantity Unit Price Quantity Amount Quantity Amount 2501.525 47 51" SPAN RC PIPE ARCH APRON W/ TRASHGUA EA 2 $1,711.00 0 $0.00 2.00 $3,422.00 2503.541 48 15" RCP DES 3006 CL III LF 1125 $21.56 0 $0.00 924.00 $19,921.44 2503.541 49 24" RCP DES 3006 CL III LF 350 $25.04 0 $0.00 277.00 $6,936.08 2503.511 50 15" N -12 CP SEWER LF 195 $17.87 0 $0.00 243.00 $4,342.41 2503.511 51 18" N -12 CP SEWER LF 58 $21.46 0 $0.00 53.00 $1,137.38 2503.511 52 24" N -12 CP SEWER LF 60 $26.80 0 $0.00 40.00 $1,072.00 2503.511 53 60" N -12 CP SEWER LF 140 $206.75 0 $0.00 132.00 $27,291.00 2503.511 54 10" DIP SAN SEWER (ALL DEPTHS) LF 10 $66.00 0 $0.00 0.00 $0.00 2503.541 55 18" RCP DES 3006 CL III LF 100 $22.32 0 $0.00 139.00 $3,102.48 2503.602 56 BULKHEAD EX STORM SEWER EA 2 $100.00 0 $0.00 2.00 $200.00 2503.602 57 60" MARMAX COLLAR W/ CONC CONST JOINT EA 1 $420.00 0 $0.00 1.00 $420.00 2503.602 58 CONCRETE DROP WALL FOR 60" RCP FES EA 1 $0.00 0 $0.00 0.00 $0.00 2503.602 59 66" CMP APRON W/ TRASHGUARD EA 1 $2,550.00 0 $0.00 1.00 $2,550.00 2503.602 60 8" PVC SDR 35 LOW FLOW CONTROL PIPES EA 3 $165.00 0 $0.00 3.00 $495.00 2503.602 61 ADJUST EX SAN MH TO GRADE EA 1 $450.00 0 $0.00 1.00 $450.00 2503.602 62 15" CP SEWER APRON W/ TRASHGUARD EA 1 $310.00 0 $0.00 1.00 $310.00 2503.602 63 18" CP SEWER APRON W/ BULLNOSE TRASHGU EA 1 $438.00 0 $0.00 1.00 $438.00 2503.602 64 24" CP SEWER APRON W/ TRASHGUARD EA 1 $453.00 0 $0.00 1.00 $453.00 2503.603 65 REMOVE & REPLACE EX SAN SEWER (ALL DEP LF 50 $86.00 0 $0.00 0.00 $0.00 2503.603 66 TELEVISE SAN SEW LF 50 $12.30 0 $0.00 0.00 $0.00 2504.602 67 CONNECT TO EX WM EA 12 $420.00 0 $0.00 9.00 $3,780.00 2504.602 68 HYD 7.5' BURY W/ GV EA 14 $4,817.27 0 $0.00 8.00 $38,538.16 2504.602 69 REPLACE EX GV BOX EA 1 $415.00 0 $0.00 1.00 $415.00 2504.602 70 CURB STOP COVER CASTING EA 5 $41.00 0 $0.00 1.00 $41.00 2504.602 71 REPLACE GV BOX SECTION EA 9 $450.00 0 $0.00 1.00 $450.00 2504.602 72 ADJUST EX GV BOX EA 24 $250.00 0 $0.00 6.00 $1,500.00 2504.602 73 12" GV AND BOX EA 1 $3,200.00 0 $0.00 1.00 $3,200.00 2009 -1 IPAI Pay Estimate 4 7 Page 10 ORIGINAL BID ITEM COMPLETED Overages = bold This Period To Date Unit Quantity Under bid = italics Quantity Amount 2504.602 74 CURB STOP BOX REPAIR/EXTENSION 2504.602 75 6" LIVE TAP ON EX 8" WM 2504.602 76 6" LIVE TAP ON EX 12" WM 2504.603 77 HYD RISER 2504.603 78 6" DIP CL 52 W/ FITTINGS 2504.603 79 12" DIP CL 52 W/ FITTINGS 2504.604 80 2" INSULATION 4'x8' SHEET 2506.502 81 CONST DRAINAGE STRUCTURE DES 24 "X36" 2506.502 82 CONST DRAINAGE STRUCTURE DES 4020 -27 2506.502 83 84" DIA OVERFLOW /CONTROL STRUCTURE 2506.502 84 CONST DRAINAGE STRUCTURE DES 4020 -48 2506.502 85 CONST DRAINAGE STRUCTURE DES 4020 -60 2506.516 86 REPLACE EX STORM SEWER CASTING 2506.516 87 REPLACE EX SAN SEW CASTING 2506.516 88 60" DIA SPEC TRASH RACK 2506.602 89 INSTALL SPECIAL DRAINAGE STRUCTURE (31S 2506.602 90 CONNECT TO EX STORM SEWER STRUCTURE 2506.602 91 CONNECT TO EX STORM SEWER 2503.602 92 CHIMNEY SEAL 2506.603 93 CONSTRUCT MH OR CB RISER 2511.502 94 RIPRAP (ALL SIZES) (TON) 2511.511 95 GRANULAR SEEPAGE FILTER MATERIAL 2511.515 96 GEOTEXTILE FILTER MATERIAL TYPE IV 2521.501 97 4" CONC WALK 2531.501 98 CONC CURB & GUTTER B618 2531.602 99 CONC CURB CUT APRON 2545.515 100 LIGHT BASE DESIGN - SPECIAL ORIGINAL BID COMPLETED This Period To Date Unit Quantity Unit Price Quantity Amount Quantity Amount EA 1 $135.00 0 $0.00 1.00 $135.00 EA 1 $2,192.00 0 $0.00 2.00 $4,384.00 EA 1 $2,317.00 0 $0.00 0.00 $0.00 LF 4 $382.00 0 $0.00 15.50 $5,921.00 LF 235 $25.59 0 $0.00 120.00 $3,070.80 LF 10 $68.03 0 $0.00 18.00 $1,224.54 SY 50 $19.00 0 $0.00 0.00 $0.00 EA 4 $1,675.00 0 $0.00 3.00 $5,025.00 EA 1 $1,375.00 0 $0.00 1.00 $1,375.00 EA 1 $10,500.00 0 $0.00 1.00 $10,500.00 EA 1 $2,000.00 0 $0.00 2.00 $4,000.00 EA 1 $2,600.00 0 $0.00 2.00 $5,200.00 EA 4 $1,000.00 0 $0.00 1.00 $1,000.00 EA 16 $1,000.00 0 $0.00 14.00 $14,000.00 EA 1 $0.00 0 $0.00 0.00 $0.00 EA 1 $1,500.00 0 $0.00 1.00 $1,500.00 EA 2 $420.00 0 $0.00 2.00 $840.00 EA 1 $420.00 0 $0.00 0.00 $0.00 EA 20 $200.00 0 $0.00 15.00 $3,000.00 LF 23 $300.00 0 $0.00 3.50 $1,050.00 TON 550 $40.00 0 $0.00 507.00 $20,280.00 CY 222 $21.00 0 $0.00 222.00 $4,662.00 SY 1000 $3.00 0 $0.00 1,080.00 $3,240.00 SF 400 $17.00 0 $0.00 1,078.00 $18,326.00 LF 17800 $9.00 0 $0.00 17,432.00 $156,888.00 EA 50 $200.00 0 $0.00 70.00 $14,000.00 EA 36 $660.00 0 $0.00 36.00 $23,760.00 D9 -1 IPAI Pay Estimate 4 7 Page 11 2009 -1 IPAI Pay Estimate 4 7 Page 12 -� ITEM ORIGINAL BID COMPLETED Overages - bold This Period To Date Under bid = italics Unit Quantity Unit Price Quantity Amount Quantity Amount 2545.521 101 RIGID STEEL CONDUIT (2 INCH) LF 50 $12.00 0 $0.00 0.00 $0.00 2545.523 102 PVC CONDUIT (1 INCH) LF 9500 $6.00 0 $0.00 9,834.00 $59,004.00 2545.523 103 QUAZITE HANDHOLE EA 1 $500.00 0 $0.00 3.00 $1,500.00 2545.531 104 WIRE ( #10, 2 HOT, 1 NEUT, 1 GRD) LF 38000 $0.60 0 $0.00 30,500.00 $18,300.00 2545.541 105 SERVICE CABINET TYPE L1 EA 1 $3,675.00 0 $0.00 2.00 $7,350.00 2545.545 106 CONC PAD FOR SERVICE CABINET EA 1 $1,500.00 0 $0.00 2.00 $3,000.00 2545.602 107 NEW POLE & FIXTURE EA 17 $1,062.11 0 $0.00 14.00 $14,869.54 2545.602 108 RELOCATE EXISTING POLE W/ RETROFIT FIXTU EA 22 $762.11 0 $0.00 22.00 $16,766.42 2563.601 109 TRAFFIC CONTROL LS 1 $24,000.00 0 $0.00 1.00 $24,000.00 2571.501 110 CONIFEROUS TREE 6' HT B &B TREE 58 $165.00 52. $8,580.00 52.00 $8,580.00 2571.502 111 DECIDUOUS TREE 2" CAL B &B TREE 251 $210.00 46. $9,660.00 225.00 $47,250.00 2571.507 112 PRAIRIE CORDGRASS PLUG PLT 3392 $2.00 0 $0.00 0.00 $0.00 2571.602 113 SPECIAL METHOD FOR PLANTING TREE ADJAC EA 5 $250.00 0 $0.00 0.00 $0.00 2573.601 114 EROSION & SEDIMENT CONTROL LS 1 $5,000.00 0 $0.00 0.80 $4,000.00 2573.601 115 CONTROL OF WATER LS 1 $15,000.00 0 $0.00 1.00 $15 ,000.00 2575.608 116 SEED LB 1090 $4.25 0 $0.00 2,102.00 $8,933.50 2575.511 117 MULCH TON 4 $150.00 0 $0.00 0.00 $0.00 2573.523 118 EROSION CONTROL BLANKETS CATEGORY 2 SY 19300 $1.15 0 $0.00 100.00 $115.00 2575.523 119 EROSION CONTROL BLANKETS CATEGORY 4 SY 250 $2.00 0 $0.00 24,000.00 $48,000.00 2575.525 120 FURNISH & INSTALL TRIM SY 7500 $8.80 0 $0.00 9,522.00 $83 ,793.60 2575.525 121 FURNISH & INSTALL HPTRM SY 2400 $20.50 0 $0.00 770.00 $15,785.00 2575.531 122 FERTILIZER TON 0.3 $1,500.00 0 $0.00 1.20 $1,800.00 2575.561 123 SEEDED HYDRO MULCH SY 59100 $0.30 0 $0.00 75,040.00 $22,512.00 2564.602 124 PAVT MESSAGE (LEFT ARROW) EPDXY EA 1 $125.00 0 $0.00 0.00 $0.00 2564.602 125 PAVT MESSAGE (RIGHT ARROW) EPDXY EA 1 $125.00 0 $0.00 0.00 $0.00 2582.502 126 12" SOLID LINE WHITE EPDXY LF 30 $6.50 0 $0.00 0.00 $0.00 2564.603 127 12" SOLID LINE YELLOW EPDXY LF 20 $5.00 0 $0.00 0.00 $0.00 2009 -1 IPAI Pay Estimate 4 7 Page 12 -� Subtotal ORIGINAL BID COMPLETED This Period To Date Unit Quantity Unit Price Quantity Amount Quantity Amount LF ITEM $0.50 0 Overages = bold 0.00 $0.00 SF Under bid = italics $4.20 0 2564.603 128 4" BROKEN LINE YELLOW EPDXY 2582.503 129 TX 6' ZEBRA CROSSING WHITE EPDXY 130 EXTEND STORM SEWER CROSSING 131 F &I TRAIL CULVERT 132 WATER SERVICE VALVE REPAIR 2350.501 133 BIT WEAR COURSE (LV4) TRAIL - 3" LIFT 2582.501 134 PAVT MESSAGE (LEFT ARROW) PAINT 2582.501 135 PAVT MESSAGE (RIGHT ARROW) PAINT 2582.502 136 12" SOLID LINE WHITE PAINT 2582.502 137 4" BROKEN LINE YELLOW PAINT 2582.502 138 4" SOLID LINE YELLOW PAINT 139 REMOVE TREE STUMPS Subtotal ORIGINAL BID COMPLETED This Period To Date Unit Quantity Unit Price Quantity Amount Quantity Amount LF 900 $0.50 0 $0.00 0.00 $0.00 SF 108 $4.20 0 $0.00 0.00 $0.00 LS 1 $3,831.87 0 $0.00 1.00 $3,831.87 LS 1 $1,824.00 0 $0.00 1.00 $1,824.00 LS 1 $2,953.06 0 $0.00 1.00 $2,953.06 TON 600 $55.70 0 $0.00 632.00 $35,202.40 EA 1 $62.50 0 $0.00 1.00 $62.50 EA 1 $62.50 0 $0.00 1.00 $62.50 LF 30 $3.25 0 $0.00 31.00 $100.75 LF 900 $0.50 0 $0.00 710.00 $355.00 LF 700 $0.50 0 $0.00 939.00 $469.50 EA 16 $27.50 0 $0.00 16.00 $440.00 $18,240.00 $2,014,666.03 2009 -1 IPAI Pay Estimate 4 7 Page 13 CITY OF HASTINGS Industrial Park Area Improvements SAP 130 - 140 -001 Payment Summary 04/01/2010 through 04/30/2010 PROJECTS: 2009 -1 IPAI TOTAL WORK COMPLETED TO DATE: This Period Total To Date $18,240.00 $2,014,666.03 $18,240.00 $2,014,666.03 2009 -1 IPAI Pay Estimate 4 7 Page 14 City of Hastings Industrial Park Area Improvements SAP 130- 1540 -001 Gn N c'r'y rK w rn se 0 U .s2 ri. e Cr w C N a Application for Payment Number. 7 Period Ending: 04130/2010 Contractor. NoA West Asphalt, Inc. 1451 5lagcooech Road Shakopee, MN 55379 ngiwer Approved by PA YMEN3SUMMA Y; TOTALS TO DATE, Owner Date Pay Est. # Period Retalilnage Payment 1 OW0 112 009 OaGW2009 $0.00 $275,083:15 2 0 - OF31301 W9 $0.00 $351,132.57 3 10/01/2009 - IW3112DG9 $23,250.96 $930,447.U3 4 11/ai12009 - 11130124109 $23,250.86 $31,1,084.69 5 12161/2009 - 121311209 ($3,813.52) $55,226.71 6 011a1/2010 - x113112010 51 $26,374.40 7 "01120 - 041:1012010 $9'12.00 $17,32800 $114,988.63 $1,959,877 -50 Total Complated To Date $2 O1 �,SC6.83 Less Relainage $44asa -j3 Less Previous Payment: $1,982349.60 Total Amount Due: $17,326.04 P age Date Date 2009 -1 IPAI Pay Estimate 4 7 Page 15