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HomeMy WebLinkAbout20091221 - VI-12ROJECT PAY VOUCHE Vendor #: Vendor Name: Remittance Address: 759 NORTHWEST ASPHALT Ordered by: Authorized by: P.O. # (if used) igna ure e e Invoice # Project Number nv. Date Description (40 characters) Invoice SubTotal Sales Tax (U or N) Invoice Grand Total Account # 3 48 12/14 2009-1 PAY EST #3 314,084.69 314,084.69 499-300-3616-6311 Voucher Total: ~ 314,084.69 Signed: City Administrator (over $5,000) Date Finance Director (over $500) Date Ibl11l06f02 _. ,w._ _ ~ ... Item Account Reco>•^ds 72"I,2°°9 Industrial Park Area Improvements SAP I30-140-001 II/I/2009 through II/30/2009 Date ItemDescription By Comments Unit Quantity Unit Price ItemTotal: ~ ~ 11/27/2009 CLEARING (TREE) Chalmers PE4 TREE 6.00 $150.00 $900 00 11/27!2009 GRUBBING (TREE) Chalmers PE4 TREE 6.00 $100.00 $600.00 11/27/2009 REMOVE CMP PIPE (CULVERT) Chalmers PE4 LF 556.00 $3.00 $1,668.00 11/27/2009 COMMON EXC (EV) Chalmers PE4 CY 1,672.00 $7.70 $12,874.40 11/27/2009 COMMON EXC (TRAIL) (EV) Chalmers PE4 CY 1,026.00 $8.50 $8,721.00 11/27/2009 ROCK EXC (EV) Chalmers PE4 CY 100.00 $25.00 $2,500.00 11/27/2009 TOPSOIL BORROW (LV) Chalmers PE4 CY -145.00 $7.20 ($1,044.00) 11/27/2009 BLVD PREP & GRADING Chalmers PE4 SY 6,255.00 $0.30 $1,876.50 11/2712009 AGG BASE CL 5 (TRAIL) Chalmers PE4 TON 457.00 $12.90 $5,895.30 11/27/2009 BIT JOINT SAWING AND SEALING Chalmers PE4 LF 6,980.00 $1.80 $12,564.00 11/27/2009 BIT WEAR COURSE (MV 3) STREET Chalmers PE4 TON 3,250.00 $5fi.00 $182,000.00 11/27/2009 BIT WEAR COURSE (LV 4) TRAIL Chalmers PE4 TON 65.00 $60.00 $3,900.00 11/27/2009 81T MATERIAL FOR TACK COAT Chalmers PE4 GAL 1,050.00 $3.00 $3,150.00 11/27/2009 18" CP SEWER APRON W/ BULLNOSE TRASHGUARD Chalmers PE4 EA 1.00 $438.00 $438,00 11/27/2009 CURB STOP COVER CASTING Chalmers PE4 EA 1.00 $41.00 $41.00 11/27/2009 CURB STOP BOX REPAIRlEXTENSION Chalmers PE4 EA 1.00 $135.00 $135.00 11/27/2009 REPLACE EX SAN SEW CASTING Chalmers PE4 EA 1.00 $1,000.00 $1,000.00 11!2712009 CHIMNEY SEAL Chalmers PE4 EA 1.00 $200.00 $200,00 1 1 /2712 0 0 9 RIPRAP (ALL SIZES) (TON) Chalmers PE4 TON 60.00 $40.00 $2,400.00 11 /27!2009 GEOTEXTILE FILTER MATERIAL TYPE IV Chalmers PE4 SY 1,080.00 $3.00 $3,240.00 11/27/2009 TRAFFIC CONTROL Chalmers PE4 LS 0.20 $24,000.00 $4,800.00 11/27/2009 DECIDUOUS TREE 2" CAL B&B Chalmers PE4 TREE 54.00 $210.00 $11,340.00 11/27/2009 CONTROL OF WATER Chalmers PE4 LS 0.20 $15,000.00 $3,000.00 11/27/2009 SEED Chalmers PE4 LB 1,354.00 $4.25 $5,754.50 11/27/2009 EROSION CONTROL BLANKETS CATEGORY 4 Chalmers PE4 SY 6,180.00 $2.00 $12,360.00 11/27!2009 FURNISH&INSTALL TRIM Chalmers PE4 SY 1,265.00 $8.80 $11,132.00 11/27/2009 FURNISH & INSTALL HPTRM Chalmers PE4 SY 33.00 $20.50 $676.50 11/27/2009 FERTILIZER Chalmers PE4 TON 0.20 $1,500.00 $300.00 1 1 /27120 0 9 SEEDED HYDRO MULCH Chalmers PE4 SY 31,840.00 $0.30 $9,552.00 11/27/2009 BIT WEAR COURSE (LV4) TRAIL- 3" LIFT Chalmers PE4 TON 616.00 $55.70 $34,311.20 .aa~.,-~.n....., .:., ~m.n., .,s:~ a. .srn,,.,s ,u u..,. r.x~.avnea~rzr,., u~ r.-m~-,wa+: o~.. un=;va,a ,rx.u.~s. r- ~r ~._ .TS.. .mamcam ~s~nnx~eaa, .s, .a,. _c~u"a,+, r, ,..., PR$C I Of Z Date ItemDescription By Comments Unit Quantity Unit Price ItemTotal: 11/27/2009 PAVT MESSAGE (LEFT ARROW) PAINT Chalmers PE4 EA 1.00 $62.50 $62.50 1 1 /271200 9 PAVT MESSAGE (RIGHT ARROW) PAINT Chalmers PE4 EA 1.00 $62.50 $62.50 11127/2009 12" SOLID LINE WHITE PAINT Chalmers PE4 LF 31.00 $3.25 $100.75 11/27/2009 4" BROKEN LINE YELLOW PAINT Chalmers PE4 LF 710.00 $0.50 $355.00 11727/2009 4" SOLID LINE YELLOW PAINT Chalmers PE4 LF 939.00 $0.50 $469.50 a rnacimn:mnrsunreaavrnn ;,r au + no,nmmnnwuuvnnunmmrsn re+wvu,mnar m~m~+mmarmnmxnruurm++~nuwww ramun iu+i »m+r®ro~mm+mnn Total Project Amount for Period: $337,335.65 ,w== :,,res--s~. it ur. ~.-s.::=.. ~.cr.a =mr.;r. z.:v+:;, .za.° s :,w:::. ~e-..:a» ,.... .:.r~rrr.c .-ss<. ..a ~~. - .. 4x.r :.c, v.:'~.sian:nr;r wuwmnwn r.r r::.. 1,._--: :.. _>.iuo,arra:zrrn a ~~. Page 2 of 2 __._ _ _.. _._m_.___ ....._ _ ____ Quantities and Costs To Date Friday, December II, 2009 Industrial Park Area Improvements SAP 130-140-001 w_...»,~,...,.e, ,.,.,.,..,..,,~ x.,._,,,.,~ .........................®,.,.. ,,,.,~,~„~„~.~,~~...,,.~,,, x,x..,~,,,,,,~,o~,„,,,x~„n ,..,.,.„,n.,,,.„~.,~ ..,w„,,..,,,,,,n„m~~~,,,,,,,,,,,,,,, .~,~.,,,, Overage = bold,,,~w. Under bid = ( ) ItemDescription Unit Unit Price Estimate Quantity Actual Quantity Quantity Over/(Under) Contract Bid Total Actual Total Cost Over/ (Under) ., 7Q09-1 IPAI ; ~ 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 SEW ER LF $3.00 56.00 56.00 0 $ifi8.00 $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 4,105.00 (4,395) $61,200.00 $29,556.00 ($31,644.00) 2105.601 21 SITE GRADING & COMPACTION LS $9,000.00 1.00 1.00 0 $9,000.00 $9,000.00 $0.00 2i 05.604 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 5,381.00 (3,619) $90,000.00 $53,810.00 ($36,190,00) ,zn., ...en, xaxrLSm.+„rva . xx,,,, x.,„:.x . , ~, .. r, w« , r. , nnwas smw :xamx , ., wr ....-a .~. rrma,x.!am _. ~,,..w. , x r .~ ....:.3,,.,.._ ~„w ocnrmnxumrnw:u wr ~,. r ,rn .,, ..,,avvr. xm urnmu ~, a r :un,r, Page I of 5 ItemDescriptian Unit Unit Pricc 2211.501 26 AGG BASE CL 5 (TRAIL) TON $12.90 Fstimate Actual Quantity Contract Bid Actual Tatal Cost Over/ Quantity Quantity Over/(Under) Total (Under) 2,000.00 1,276.00 (724) $25,800.00 $16,460.40 ($9,339.60) 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 72,970 $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) 2331.508 31 BIT W EAR COURSE (LV 4) TRAIL TON $60.00 500.00 162.00 (338) $30,000.00 $9,720.00 ($20,280.00) 2360.502 32 BIT NON WEAR COURSE (MV 3) STREET TON $45.00 6,600.00 6,310.00 (290) $297,000.00 $283,950.00 ($13,050.00) 2360.502 33 BIT NON WEAR COURSE (LV 3) TRAIL TON $57.00 500.00 104.00 (396) $28,500.00 $5,928.00 ($22,572.00) 2350.503 34 BIT WEAR COURSE (MV 3) DRIVEWAY SY $23,75 4,900.00 5,089.00 189 $716,375.00 $120,863.75 $4,488.75 2357.502 35 BIT MATERIAL FOR TACK COAT GAL $3.00 2,400.00 2,500.00 100 $7,200.00 $7,500.00 $300.OD 2411.618 36 INSTALL BLOCK RETAINING WALL (NEW) SF $25.00 500.00 0 $12,500.00 $0.00 2451.607 37 GRANULAR PIPE BEDDING (LV) CY $6.37 180.00 50.00 (130) $1,146.60 $318.50 ($828.10) 2501.515 38 15" RCP APRON CL III W/TRASHGUARD EA $585.00 50.00 42.00 (8) $29,250.00 $24,570.00 ($4,680.00) 2501.515 39 24" RCP APRON CL III W/TRASHGUARD EA $912.00 6.00 5.00 (i) $5,472,00 $4,560.00 ($912.00) 2501.521 40 13 1/2 "x 22" RCP ARCH PIPE CL III LF $32.64 240.00 280.00 40 $7,833.60 $9,139.20 $1,305.60 2501.515 41 18" X 28-1 /2" RCP APRON CL III W/TRASHGU LF $41.34 392.00 352.00 (40) $16,205.28 $14,551.68 ($1,653.60) 2501.521 42 22 1/2" X 36 1/4" RCP ARCH PIPE CL III LF $51.31 456.00 334.00 (122) $23,397.36 $17,137.54 ($fi,259.82) 2501.521 43 31 5/16" X 51 1/8" RCP ARCH PIPE CL III LF $72.71 88.00 88.00 0 $6,398.48 $6,398.48 $0.00 2501.525 44 22" SPAN RC PIPE ARCH APRON W/TRASHG EA $726.00 10.00 13.00 3 $7,260,00 $9,438.00 $2,178.00 2501.525 45 28"SPAN RC PIPE ARCH APRON W/TRASHG EA $880.00 16.00 16.00 0 $14,080.00 $14,080.00 $0.00 2501.525 46 36" SPAN RC PIPE ARCH APRON W/TRASHG EA $1,198.00 17.00 15.00 (2) $20,366.00 $17,970.00 ($2,396.00) 2501.525 47 51"SPAN RC PIPE ARCH APRON W/TRASHG EA $1,711.00 2.00 2.00 0 $3,422.00 $3,422.00 $0.00 2503.541 48 15" RCP DES 3006 CL III LF $21.56 1,125.00 924.00 (201) $24,255.00 $19,921.44 ($4,333.56) 2503.541 49 24" RCP DES 3006 CL III LF $25.04 350.00 277.00 (73) $8,764.00 $6,936.08 ($1,827.92) 2503.511 50 15" N-12 CP SEWER LF $17.87 195.00 243.00 48 $3,484.65 $4,342.41 $857.76 2503.511 51 18" N-12 CP SEWER LF $21.46 58.00 53.00 (5) $1,244.68 $1,137.38 ($107.30) 2503.511 52 24" N-12 CP SEWER LF $26.80 60.00 40.00 (20) $1,608.00 $1,072.00 ($536.00) 2503.511 53 60" N-12 CP SEWER LF $206.75 140.00 132.00 (8) $28,945.00 $27,291.00 ($1,654.00) 2503.511 54 10" DIP SAN SEWER (ALL DEPTHS) LF $66.00 10.00 0 $660.00 $0.00 2503.541 55 18" RCP DES 3006 CL III LF $22.32 100.00 139.00 39 $2,232.00 $3,102.48 $870.48 2503.602 Sfi BULKHEAD EX STORM SEWER EA $100.00 2.00 2.00 0 $200.00 $200.00 $0,00 2503.602 57 60" MARMAX COLLAR W/ CONC CONST JOINT EA $420.00 1.00 1.00 0 $420.00 $420.00 $0.00 2503.602 58 CONCRETE DROP WALL FOR 60" RCP FES EA $0.00 1.00 0 $0.00 $0.00 w u,. o~, ..aa.., ..: ,... ~.~ -~ ± ,.. r ,~.uw,.. weuou,msnwuR..nw+~w.,m.: ~.n ...mbauue~. ~wuw,ne~ s«u , s+.= ne:. ~,. am.,~,w. r,,.~ aw,au m,A~ as xa .,..m,.,«,... e~<una.~,aam~ .a. wevum, eN. Page 2 of 5 ItemDescription Unit Unit Price 2503.602 59 66" CMP APRON W/TRASHGUARD EA $2,550.00 Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over/(Under) Total (Under) 1.00 1.00 0 $2,550.00 $2,550.00 $0.00 250$.602 60 8" PVC SDR 35 LOW FLOW CONTROL PIPES EA $165.00 3.00 3.00 0 $495.00 $495.00 $0.00 2503.602 61 ADJUST EX SAN MH TO GRADE EA $450.00 1.00 1.00 0 $450.00 $450.00 $0.00 2503.602 62 15" CP SEWER APRON W/TRASHGUARD EA $310.00 1.00 1.00 0 $310.00 $310.00 $0.00 2503.602 63 18" CP SEWER APRON W/ BULLNOSE TRASH EA $438.00 1.00 1.00 0 $438.00 $438.00 $0.00 2503.602 64 24" CP SEWER APRON W/TRASHGUARD EA $453.00 1.00 1.00 0 $453.00 $453.00 $0.00 2503.603 65 REMOVE & REPLACE EX SAN SEWER (ALL D LF $86.00 50.00 0 $4,300.00 $0.00 2503.603 66 TELEVISE SAN SEW LF $12.30 50.00 0 $615.00 $0.00 2504.fi02 67 CONNECT TO EX WM EA $420.00 12.00 9.00 (3) $5,040.00 $3,780.00 ($1,260.00) 2504.602 68 HYD 7.5' BURY W/ GV EA $4,817.27 14.00 8.00 (6) $67,441.78 $38,538.16 ($28,903.62) 2504.602 69 REPLACE EX GV BOX EA $415.00 1.00 1.00 0 $415.00 $415.00 $0.00 2504.602 70 CURB STOP COVER CASTING EA $41.00 5.00 1.00 (4) $205,00 $41,00 ($164.00) 2504.602 71 REPLACE GV BOX SECTION EA $450.00 9.00 0 $4,050.00 $0.00 2504.602 72 ADJUST EX GV BOX EA $250.00 24.00 6.00 (18) $6,000.00 $1,500.00 ($4,500.00) 2504.602 73 12" GV AND BOX EA $3,200.00 1.00 1.00 0 $3,200.00 $3,200.00 $0.00 2504.602 74 CURB STOP 80X REPAIR/EXTENSION EA $135.00 1.00 1.00 0 $135.00 $135.00 $0.00 2504.602 75 6" LIVE TAP ON EX 8" WM EA $2,192.00 1.00 2.00 1 $2,192.00 $4,384.00 $2,192.00 2504.602 76 6" LIVE TAP ON EX 12" WM EA $2,317.00 1.00 0 $2,317.00 $0.00 2504.603 77 HYD RISER LF $382.00 4.00 15.50 12 $1,528.00 $5,921.00 $4,393.00 2504.603 78 6" DIP CL 52 W/ FITTINGS LF $25.59 235.00 120.00 (115) $6,013.65 $3,070.80 ($2,942.85) 2504.603 79 12" DIP CL 52 W/ FITTINGS LF $68.03 10.00 17.00 7 $680.30 $1,156.51 $476.27 2504.604 80 2" INSULATION 4'x8' SHEET SY $19.00 ~ 50.00 0 $950.00 $0,00 2506.502 81 CONST DRAINAGE STRUCTURE DES 24"X36" EA $1,675.00 4.00 3.00 (1) $6,700.00 $5,025.00 ($1,675.00) 2506.502 82 CONST DRAINAGE STRUCTURE DES 4020-27 EA $1,375.00 1.00 1.00 0 $1,375.00 $1,375.00 $0.00 2506.502 83 84" DIA OVERFLOW/CONTROL STRUCTURE EA $10,500.00 1.00 1.00 0 $10,500,00 $10,500.00 $0.00 2506.502 84 CONST DRAINAGE STRUCTURE DES 4020-48 EA $2,000.00 1.00 2.00 1 $2,000.00 $4,000.00 $2,000.00 2506.502 85 CONST DRAINAGE STRUCTURE DES 4020-60 EA $2,600.00 1.00 2.00 1 $2,600.00 $5,200.00 $2,600.00 2506.516 86 REPLACE EX STORM SEWER CASTING - EA $1,000.00 4.00 1.00 (3) $4,000.00 $1,000.00 ($3,000.00) 250fi.516 87 REPLACE EX SAN SEW CASTING EA $1,000.00 16.00 13.00 (3) $16,000.00 $13,000.00 ($3,000.00) 2506.516 88 60" DIA SPEC TRASH RACK EA $0.00 1.00 0 $0.00 $0.00 2506.602 89 INSTALL SPECIAL DRAINAGE STRUCTURE (3 EA $1,500.00 1.00 1.00 0 $1,500.00 $1,500.00 $0.00 2506.602 90 CONNECT TO EX STORM SEW ER STRUCTUR EA $420.00 2.00 2.00 0 $840.00 $840.00 $0.00 2506.602 91 CONNECT TO EX STORM SEW ER EA $420.00 1.00 0 $420.00 $0.00 'dWMrtNri.lW '.H. IuuK i'nP:Y... 'PG e.r tt9t u ':X...PPAPiIIttrLmYPt ..Rt!.m:_+.:^MN+ t..'e l.P:. .e. .'_...,<.::'~nYm rYOIH,(M14S1..I Y.iV'. 'SRZ`"+rY. rf. ss::. PlHtl(!WL1H%lYif( xP 4iaenAV:: wx+.tafiAY' {tiY (t li.I.LYTfIf "1 '..k Puge 3 of 5 ItemDescription Unit Unit Price Estimate Actual Quantity Contract Bid Actual Total Cost Over/ Quantity Quantity Over/(Under) Total (Under) 2503.602 92 CHIMNEY SEAL EA $200.00 20.00 14.00 (6) $4,000.00 $2,800.00 ($1,200.00) 2506.603 93 CONSTRUCT MH OR CB RISER LF $300.00 23.00 3.00 (20) $6,900.00 $900.00 ($6,000.00) 2511.502 94 RIPRAP (ALL SIZES) (TON) TON $40.00 550.00 507.00 (43) $22,000.00 $20,280.00 ($1,720.00) 2511.511 95 GRANULAR SEEPAGE FILTER MATERIAL CY $21.00 222.00 222.00 0 $4,662.00 $4,662.00 $0.00 2511.515 96 GEOTEXTILE FILTER MATERIAL TYPE IV SY $3.00 1,000.00 1,080.00 80 $3,000.00 $3,240.00 $240.00 2521.501 97 4" CONC WALK SF $17.00 400.00 1,078.00 678 $6,800.00 $18,326.00 $11,526.00 2531.501 98 CONC CURB & GUTTER 6618 LF $9.00 17,800.00 17,432.00 (368) $160,200,00 $156,888.00 ($3,312.00) 2531.602 99 CONC CURB CUT APRON EA $200.00 50.00 70.00 20 $10,000.00 $14,000.00 $4,000.00 2545.515 100 LIGHT BASE DESIGN -SPECIAL EA $660.00 36.00 36.00 0 $23,760.00 $23,760.00 $0.00 2545.521 101 RIGID STEEL CONDUIT (21NCH) LF $12.00 50.00 100.00 50 $600.00 $1,200.00 $fi00.00 2545.523 102 PVC CONDUIT (1 INCH) LF $6.00 9,500.00 8,760.00 (740) $57,000.00 $52,560.00 ($4,440.00) 2545.523 103 QUAZITE HANDHOLE EA $500.00 1.00 2.00 1 $500.00 $1,000.00 $500.00 2545.531 104 WIRE (ft10, 2 HOT, 1 NEUT, 1 GRD) LF $O.6D 38,000.00 0 $22,800.00 $0.00 2545.541 105 SERVICE CABINET TYPE L1 EA $3,675.00 1.00 2.00 7 $3,675.00 $7,350.00 $3,675.00 2545.545 106 CONC PAD FOR SERVICE CABINET EA $1,500.00 1.00 2.00 1 $1,500.00 $3,000.00 $1,500.00 2545.602 107 NEW POLE & FIXTURE EA $1,062.11 17.00 7.00 (10) $18,055.87 $7,434.77 ($10,621.10) 2545.602 108 RELOCATE EXISTING POLE W/RETROFIT FIX EA $762.11 22.00 0 $16,766.42 $0.00 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 0 $9,570.00 $0.00 2571.502 111 DECIDUOUS TREE 2" CAL B&B TREE $210.00 251.00 179.00 (72) $52,710.00 $37,590.00 ($15,120.00) 2571.507 112 PRAIRIE CORDGRASS PLUG PLT $2.00 3,392,00 0 $6,764.00 $0.00 2571.602 113 SPECIAL METHOD FOR PLANTING TREE ADJ EA $250.00 5.00 0 $1,250.00 $0.00 2573.601 194 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 9,212.00 1,712 $66,000.00 $81,065.60 $15,065.60 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 75,940 $17,730.00 $22,512.00 $4,782.00 2564.602 124 PAVT MESSAGE (LEFT ARROW) EPOXY .wu.e ,wmxe a...., ~,n xuaav.u.., ,.-_arT ms. .+..~wn .,a..z ;nn,n,,, EA rn ..:uuw:u $125.00 ~rn_, m+.,+,+.n ~.. 1.00 u,_ -.xuuu,.v nm. am, ,. _ 0 _.~-..~.~»,w.roaa $125.00 ~~r~a,xw, caa~.++.n.ar_4-s ,,. .mm~c, $0.00 umm,m ,ame,r+rrcsxais~, Page 4 of 5 Estimate Actual Quantity I I Contract Bid Actual Total Cost Over/ Quantity Quantity Over/(Under) Total (Under) 1.00 0 $125.00 $0.00 2582.502 126 12" SOLID LINE WHITE EPOXY LF $6.50 30.00 0 $195.00 $0.00 2564.603 127 12" SOLID LINE YELLOW EPOXY LF $5.00 20.00 0 $100.00 $0.00 2564.603 128 4" BROKEN LINE YELLOW EPOXY LF $0.50 900.00 0 $450.00 $0.00 2582.503 129 3' X 6' ZEBRA CROSSING WHITE EPOXY 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 $55.70 600,00 616.00 16 $33,420.00 $34,311,20 $891.20 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 SubProjectTotaCs: $2,268,[39.70 $1,917,250.31 ($350,889.39) GM~..p1AilA!YHH!l9n+HFln]ffe _ .1e~ 1 kW3W'~AE`v.' iid]filHlltlll iA~'A .Y~Y CHHIkkt +NiCMS,S.._1 i15"H¢YIY~ U*Y idiHiW"lCNlW61 f S rz,HG 44t~t ,itti~i.~55~{MFT2ilNilltl{lUkiM Total Project Aneount To Date: 1ItI]IIY. N+JtM1 is HIHH+ISUH~ $2,268,139.70 .I1,Pn'ry£3 _ .. $1,917,250.31 H it SMOP. ($350,889.39) . x.4.V lbWnx'. ~x ..M+tC- at3rv.C9XnYxN.f.I9tU'tl a,nYniw rerx ,WaMMC 2 xYMIMHkIN eleU! A .kx9RHn V. ,+ ..~.. arcK ui§..m.MYi .~. rz3MA„~H fxitrt+SPE 31 :+u+aa: 4x[9. ttleuF~irvGH tot n.x4^.s'~¢w .3'x st..'asuxaii t Page 5 of 5 Project Name: Industrial Park.Area Improvements S ProjgctTotal.' ~;~ $2,229,790.98 { Totals~o Date - 'Work Completed $1 917,250.31 ~ Payments Made $1,556,863.70 ~ - ' r.. , Unpaid Balance $360586;61 7 _ Retainage $23,250.96 i i ~CurrentPayment Penodrll/1/20p9„11/30/20Q9. -Current Payment _ $320 468.87 j Current Retainage $16,866.78 ~ ~.C: ~ ~ 'h~;~~tF' ~ i A ~St2Pt?Date End Date Pa ment# Pa ment Retaina e t ~ x, ~"~~ ~ ~ ~ 08/01/2009 08/31/2009 1 $275,083.15 $000 rt~ s 09/01/2009 ____.._.._ 09/30/2009 _ 2 ~ _.~___ $351,132.57 ~ ~~_ - $000 ~ . M"~~"~,~~'` ,raw a~ 2 10/01/2009 10/31/2009 __- -_- - ~-- 3 $930,447.98 _ _ _ .~ _._ _ $23,25096 - '' ........_waw~...,~~.w_.__.W....... _, --_.._ Request For Payment Date: December 11, 2009 Project: Industrial Park Area Improveme Contractor: Northwest Asphalt, Inc. Request Number: 4 Payment Period: 11/01/2009 -11/30/2009 ITEM ORIGINAL BID COMPLETED This Period To Date Overages =bold ~ ~ ~ Q Y ~ Q Y Under bid =italics Unit Quantit Unit Pnce uantit Amount uantit Amount 2009 1 Ii'AZ ~~ _ ~ , . 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) ACRE 4.2 $3,500.00 0 $0.00 4.20 $14,700.00 TREE 7 $150.00 6 $900.00 9.00 $1,350.00 ACRE 4.2 $1,200.00 0 $0.00 4.20 $5,040.00 TREE 7 $100.00 6 $600.00 9.00 $900.00 LF 2700 $3.00 556 $1,668.00 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 cv ao $5a.oo o $o.oo ao.oo $a,ooo.oo CY 8700 $7.70 1672 $12,874.40 14,854.00 $114,375.80 CY 2700 $8.50 1026 $8,721.00 7,993.00 $16,940.50 CY 500 $25.00 100 $2,500.00 100.00 $2,500.00 CY 1900 $6.50 D $0.00 401.00 $2,606.50 cY slao $7.zo o $o.oo 0.6o g6.oo .....,„ua.,,,.,_.,,.~a ,..~~._ - ,s_.... .., :.,~,.,.., .n.,. ow.~, , : ~ . ,~,r„n~g'.+ -,:.m+.-.. oruv~ .+aanxnu,.i,- , x~cvm~k ~ n, nuna,nim •mn ~...~..~.__.._ ...... __ ... ,. •• Page i of 8 ._.._.... , .a_..... ..._.......__.._ . __ ITEM ORIGINAL BID COMPLETED This Period To Date Overages =bold li bid it d ~ Unit uantit Q Y Umt Pace ~ uantit Q Y ~ Amount ~ Quantit Amount cs = a Un er , ..,.~u. ..r.,,,,.naM.~,.~ .~U,..~„~,,,~ ~,. ,,,..~~.~„~.,,,n ~. »„~.u,~,,,,~,.,~nw,,., ~.~,.e~..,..„o 2105.525 20 ~,mm ~.,M,.w,~...~. ~.~,.,~~,,,.~.,,.~.,~».,,. ,~,..,~~.~ TOPSOIL BORROW (LV) ,..~~ cY ~„ti,,,,,.,,,.~. 8500 .~,.,.,,.~...,~.nw„~,.. . $zza . , -ta5 ' ($t,oaa.oa 4,105.00 $zs,5ss.oa 2105.601 21 SITE GRADING & COMPACTION LS 1 $s,ooo.oo o $o.oo i.oo $s,ooo.oo 2105.604 22 BLVD PREP & GRADING SY 46700 $0.30 6255 $1,876.50 43,615.00 $13,084.50 2105.607 23 RAINWATER GARDEN SOIL TILLING sY 4000 $t.as o $o.oo a61.os $ss7.a5 2106.607 24 GRANULAR EMBANKMENT cY 3850 $s.oo o $o.oo o.oo $s.oo 2211.501 25 AGG BASE CL 5 (STREET) ToN sooo $10.00 o $o.oo s,361.06 $53,610.00 2211.501 26 AGG BASE CL 5 (TRAIL) ToN 2aoo $t2so 457 $5,895.30 7,276.00 $16,466.46 2232.501 27 MILL BIT PAVT SY 12750 $1.75 0 $o.oo o.oo $o.ao 2331.603 28 BIT JOINT SAWING AND SEALING LF 7500 $t.aa ssao $iz,5sa.oo s,sso.oo $12,564.00 2331,604 29 FULL DEPTH PAVT & RECLAMATION - 9" sv iasoo $2.25 0 $o.ao at,57o.00 $7t,oaz.so 2360.501 30 BIT W EAR COURSE (MV 3) STREET ToN 3300 $56.00 3250 $782,000.00 3,250.00 $182,006.00 2331.508 31 BIT WEAR COURSE (LV 4) TRAIL Tons 500 $so.oo 65 $3,soo.oo 1sz.6o $s,7z6.oo 2360.502 32 BIT NON WEAR COURSE (MV 3) STREET ToN ssao $45.00 o $o.oo s,3fo.6o $z63,s56.oo 2360.502 33 BIT NON WEAR COURSE (LV 3) TRAIL ToN 500 $57.00 0 $o.oo ro4.oo $5,sz3.o6 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 2aoo $3.00 losa $3,t5o.oo 2,500.04 $7soa.oo 2411.618 36 INSTALL BLOCK RETAINING WALL (NEW) sF 500 $25.00 o $o.o0 6.64 $6.00 2451.607 37 GRANULAR PIPE BEDDING (LV) cY tao $s.37 0 $o.oo 56.44 $318.50 2501.515 38 15" RCP APRON CL III W/TRASHGUARD EA 50 $565.00 0 $O.OD 42.06 $24,570.00 2501.515 39 24" RCP APRON CL III W/TRASHGUARD EA s $s72.ao o $o.oo s.o6 $a,5s6.66 2501.521 40 13 112 " 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 o $o.o0 352.00 $fa,551s6 2501.521 42 22 1/2" X 36 1/4" RCP ARCH PIPE CL III LF 456 $51.31 0 $o.ao 334.00 $17,137.54 2501.521 43 31 5/16" X 51 1/8" RCP ARCH PIPE CL III LF sa $7z.7t o $o.oo sa.oo $6,398.48 2501.525 44 22" SPAN RC PIPE ARCH APRON W/TRASHGUA EA to $7zs.oo o $o.oo t3.6o $s,a3a.oa 2501.525 45 28" SPAN RC PIPE ARCH APRON W/TRASHGUA EA is $aeo.oo o $o.o0 7s.oo $ia,aso.oo 2501.525 46 36" SPAN RC PIPE ARCH APRON W/TRASHGUA EA 77 $t,7s6.oo o $o.o0 15.04 $17,s7o.oo _..... . v...,....:.._. -- - ....~. .,~~..-, ,,.~ . nw;..,,.., r ...~~ ~~,.::,m.., :.~;,.,.,._..~.e .w..::Q:..a:~ .::mx.:,n~a ~ as rm c, uu n:r~ .mnu.rz f1, .~ .,aka-. 'ns rz~a , xi n , a . ....:.....:: Page 2 of 8 ITEM ORIGINAL BID COMPLETED This Period To Date Overages =bold Under bid =italics Unit Quantity Unit Pace Quantity Amount Quantity Amowrt 2501.525 47 51"SPAN RC PIPE ARCH APRON W/ TRASHGUA EA 2 $1,711.44 0 $o.o0 2.00 $a,azz.oa 2503.541 48 15" RCP DES 3006 CL III LF 11zs $zlss a $o.oo sza.oo $7ss27.aa 2503.541 49 24" RCP DES 3006 CL III LF asa $zs.oa o $a.oo 277.00 $ss3s.os 2503.511 50 15" N-12 CP SEWER LF 194 $17.87 0 $0.00 243.00 $4,342.41 2503.511 51 18" N-12 CP SEWER LF 6E $21.46 0 $o.o0 53.00 $7,737.39 2503.511 52 24" N-12 CP SEWER LF so $2s.so o $o.o0 40.00 $7,072.00 2503.511 53 60" N-12 CP SEWER LF 1ao $zos.7s a $o.o0 732.00 $z7,2s7.oo 2503.511 54 10" DIP SAN SEWER (ALL DEPTHS) LF 10 $ss.oo o $o.oo o.oa $o.oo 2503.541 55 18" RCP DES 3006 CL III LF ioo $z2.32 0 $a.oo 1ss.oo $3,102.48 2503.602 56 BULKHEAD EX STORM SEWER EA z $100.00 0 $0.0o z.oo $zoo.oo 2503.602 57 60" MARMAX COLLAR W/ CONC CONST JOINT EA 1 $azo.oa o $o.oo t.oo $azo.oo 2503.602 58 CONCRETE DROP WALL FOR 60" RCP FES EA 1 $o.oo o $o.oo o.oo $o.oo 2503.602 59 66" CMP APRON W/TRASHGUARD EA 1 $z,sso.o0 0 $o.o0 1.aa $2,550.00 2503.602 60 8" PVC SDR 35 LOW FLOW CONTROL PIPES EA a $165.00 0 $o.o0 3.00 $ass.oo 2503.602 61 ADJUST EX SAN MH TO GRADE EA 1 $aso.oo o $o.ao 1.00 $asa.oa 2503.602 62 15" CP SEWER APRON W/TRASHGUARD EA 1 $310.00 0 $o.o0 1.00 $31o.a0 2503.602 63 18" CP SEWER APRON W/ BULLNOSE TRASHGU EA t $aas.oo 1 $a3s.oo 1.00 $a3s.oa 2503.602 64 24" CP SEW ER APRON W/TRASHGUARD EA i $453.00 0 $0.00 1.00 $453.00 2503.603 65 REMOVE & REPLACE EX SAN SEWER (ALL DEP LF so $as.oo o $o.oo o.oo $o.oo 2503.603 66 TELEVISE SAN SEW LF so $1z.3o o $o.oo a.oo $o.oo 2504.602 67 CONNECT TO EX WM EA 1z $azo.oo o $o.ao s.aa $3,7ao.oo 2504.602 68 HYD 7.5' BURY W/ GV EA 1a $asn.27 0 $o.o0 9.00 $39,539.76 2504.602 69 REPLACE EX GV BOX EA 1 $als.oo o $o.oo t.oo $avs.ao 2504.602 70 CURB STOP COVER CASTING EA 5 $41.00 1 $41.OO 7.00 $41.00 2504.602 71 REPLACE GV BOX SECTION EA s $aso.oo o $o.oo o.oo $o.ao 2504.602 72 ADJUST EX GV BOX EA 2a $zso.oo o $o.oo s.oo $7,500.00 2504.602 73 12" GV AND BOX EA 1 $a,zoo.0o o $o.o0 1.ao $a,2aa.oo .~,.,.»..,..-. .,,. ..-,», ,.__ ,. .... ...~.~,ti,a ,: u..o..,..~...., .sue.-t.-. .-„-~...~.- ~..u.~zan~~:m~.a«. .w=~ ,.. ~,,... > n. ef~. ., , xxu,:..r a:aaw,w~. wn n,, ,.,.,.~, . _,..«ss-:^n..utvuim oumm,vi ,~.Ar .., Page 3 of 8 ITEM Overages =bold Under bid =italics ORIGINAL BID COMPLETED This Period To Date Unit Quantity Unit Price Quantity Amount Quantity Amouut .~._... .m..._ 2504.602 „. 74 . , qn{,w~,.,,,.,.~.,~.,.~ .............q...n,...,.~.q .m,.R.,,_.~,.~,.~.~,,..,..,~... CURB STOP BOX REPAIR/EXTENSION EA 2504.602 75 6" LIVE TAP ON EX 8" WM EA 2504.602 76 6" LIVE TAP ON EX 12" WM EA 2504.603 77 HYD RISER LF 2504.603 78 6"DIP CL 52 W/ FITTINGS LF 2504.603 79 12" DIP CL 52 W/FITTINGS LF 2504.604 80 2" INSULATION 4'x8' SHEET sY 2506.502 81 CONST DRAINAGE STRUCTURE DES 24"X36" EA 2506.502 82 CONST DRAINAGE STRUCTURE DES 4020-27 EA 2506.502 83 84" DIA OVERFLOW/CONTROL STRUCTURE EA 2506.502 84 CONST DRAINAGE STRUCTURE DES 4020-48 EA 2506.502 85 CONST DRAINAGE STRUCTURE DES 4020-60 EA 2506.516 86 REPLACE EX STORM SEWER CASTING EA 2506.516 87 REPLACE EX SAN SEW CASTING EA 'L506.516 88 60" DIA SPEC TRASH RACK EA 2506.602 89 INSTALL SPECIAL DRAINAGE STRUCTURE (31 S EA 2506.602 90 CONNECT TO EX STORM SEWER STRUCTURE EA 2506.602 91 CONNECT TO EX STORM SEWER EA 2503.602 92 CHIMNEY SEAL EA 2506.603 93 CONSTRUCT MH OR CB RISER LF 2511.502 94 RIPRAP (ALL. SIZES) (TON) ToN 2511.511 95 GRANULAR SEEPAGE FILTER MATERIAL CY 2511.515 96 GEOTEXTILE FILTER MATERIAL TYPE IV sv 2521.501 97 4" CONC WALK 5F 2531.501 98 CONC CURB & GUTTER 6618 LF 2531.602 99 CONC CURB CUT APRON EA 2545.515 100 LIGHT BASE DESIGN -SPECIAL .~ ,..,~~,...,,q~, _...~....v.,.,... .~.~,,.,,,,,., ,~.,_.9..,~,.q~{q~a„~,.~,~.,,,,,~„ggq,,,q ~q.,,~,..o..~.m..~,.~gam.m.~, . EA 1 $135.00 1 $135.00 1.00 $135.00 i $2,192.00 0 $0.00 2.00 $4,384.00 1 $2,317.00 0 $0.00 O.oO $0.00 4 $382.00 0 $0.00 15.50 $5,921.00 235 $25.59 0 $0.00 720.00 $3,070.80 10 $68.03 0 $0.00 17.00 $1,156.51 50 $19.00 0 $0.00 0.00 $O.Oo 4 $1,675.00 0 $0.00 3.00 $5,025.00 1 $1,375.00 0 $0.00 1.00 $1,375.00 1 $10,500.00 0 $0.00 1.00 $10,500.00 1 $2,000.00 0 $0.00 2.00 $4,000.00 1 $2,600.00 0 $0.00 2.00 $5,200.00 a $1,ooo.ao o $9.0o f.oo $f,ooo.oo 16 $1,000.00 1 $1,000.00 13.00 $73, OOO.00 1 $o.oo o $o.aa o.oo $o.oo 1 $1,500.00 0 $0.00 1.00 $1,500.00 2 $420.00 0 $0.00 2.00 $840.00 1 $420.00 0 $0.00 0.00 $0.00 20 $zoo.oo 1 $zoa.oo ~a.oo $2,6oo.ao 23 $300.00 0 $0.00 3.00 $900.00 550 $40.00 60 $2,400.00 50700 $20,280.00 2zz $zi.oo o $o.oo zzz.oo $a,ssz.ao 7000 $3.00 1080 $3,240.00 1,080.00 $3,240.00 400 $17.00 0 $0.00 1,078.00 $18,326.00 17800 $9.00 0 $0.00 17,432.00 $156,888.Oo so $zoo.oo o $o.o0 70.00 $14,009.00 36 $660.00 0 $0.00 36.00 $23,760.00 ,o. ~ « _ .,nai.+: (Yq~ INII{{vAA+lG(G9' 1MtlXi~ x `*. .:4 Y{NHall HYnli t, a]ix C.u.N&drv.II{ry.{S 6l~WaV4: +'ii Page 4 of 8 ITEM Overages =bold Under bid =italics ORIGINAL BID Unit Quantity Unit Price COMPLETED This Period - To Date Quantity Amonnt Quantity Amount __.~~...w.._. ~ .... 2545.521 .__.... 101 ._ __ _._ _ RIGID STEEL CONDUIT (2 INCH) LP so $iz.oo o $o.o0 1oa.o6 $t,zao.oo 2545.523 102 PVC CONDUIT (1 INCH) LF s5oo $s.o6 0 $o.o0 8,760.00 $52,560.00 2545.523 103 QUAZITE HANDHOLE EA 1 $500.00 0 $O.oo 2.00 $i,ooo.oo 2545.531 104 WIRE (#10, 2 HOT, 1 NEUT, 1 GRD) LF 3eooo $o.so a $o.ao o.oo $o.oo 2545.541 105 SERVICE CABINET TYPE L1 EA 1 $3,675.00 0 $o.oo z.oo $7,3so.oa 2545.545 106 CONC PAD FOR SERVICE CABINET EA 1 $1,500.00 0 $o.oo z.o6 $3,000.00 2545.602 107 NEW POLE & FIXTURE EA 17 $1,062.11 0 $0.00 700 $7,434.77 2545.602 108 RELOCATE EXISTING POLE W/RETROFIT FIXTU EA zz $762.11 0 $o.oo o.ao $o.oo 2563.601 109 TRAFFIC CONTROL is 1 $2a,ooo.oa o.z $a,soo.0o i.oo $za,ooo.oo 2571.501 110 CONIFEROUS TREE ti' HT B&B TREE 5a $1s5.oo o $o.oo o.oo $o.oo 2571.502 111 DECIDUOUS TREE 2" CAL B&B TREE 251 $210.00 54 $11,340.00 179.00 $37,590.00 2571.507 112 PRAIRIE CORDGRASS PLUG PLT 3392 $z.ao s $o.oo o.oo $o.oo 2571.602 113 SPECIAL METHOD FOR PLANTING TREE ADJAC EA 5 $250.00 0 $6.00 0.00 $o.oo 2573.601 114 EROSION & SEDIMENT CONTROL Ls 1 $5,000.00 a $o.ao o.ao $a,ooo.oo 2573.601 115 CONTROL OF WATER Ls 1 $15,660.00 0.2 $3,000.00 i.oo $15,600.00 2575.608 116 SEED LB 1090 $4.25 1354 $5,754.50 2,102.00 $8,933.50 2575.511 117 MULCH ToN a $160.66 s $o.oo a.oo $o.oo 2573.523 118 EROSION CONTROL BLANKETS CATEGORY 2 sY 16300 $1.15 0 $o.o0 100.60 $1r5.oo 2575.523 119 EROSION CONTROL BLANKETS CATEGORY 4 sv 250 $2.00 6180 $12,660.00 24,060.00 $ae,oo0.oa 2575.525 120 FURNISH & INSTALL TRIM sv 7500 $e.so 1265 $11,132.00 6,212.00 $81,065.60 2575.525 121 FURNISH & INSTALL HPTRM sv zaoa $20.50 33 $676.50 770.00 $75,785.00 2575.531 122 FERTILIZER ToN o.3 $1,500.00 0.2 $300.00 1.zo $1,860.00 2575.561 123 SEEDED HYDRO MULCH sv 56166 $0.30 31 sao $s,ssz.oo 75,040.00 $22,512.00 2564.602 124 PAVT MESSAGE (LEFT ARROW) EPOXY EA 1 $1zs.oo o $o.oo o.oo $o.oo 2564.602 125 PAVT MESSAGE (RIGHT ARROW) EPOXY EA 1 $125.00 0 $o.oo o.oo $o.oo 2582.502 126 12" SOLID LINE WHITE EPOXY LP 30 $s.5o o $o.oo o.oo $o.oo 2564.603 127 12" SOLID LINE YELLOW EPOXY LP 20 $s.oo o $o.oo o.oo $o.ao Page 5 of 8 ITEM Overages =bold Under bid =italics 2564.603 128 4" BROKEN LINE YELLOW EPOXY 2582.503 129 3' X 6' ZEBRA CROSSING WHITE EPOXY 130 EXTEND STORM SEWER CROSSING 131 F & I TRAIL CULVERT 132 WATER SERVICE VALVE REPAIR 2350.501 133 BIT W EAR 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 3ubtofal~ 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 106 $4.20 0 $0.00 0.00 $0.00 LS 1 $3,031.87 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 $55.70 616 $34,311.20 616.00 $34,311.20 EA 1 $62.50 1 $62.50 1.00 $62.50 EA 1 $62.50 1 $62.50 1.00 $62.50 LF 30 $3.25 31 $100,75 31.00 $100.75 LF 900 $0.50 710 $355.00 776.00 $355.00 LF 700 $0.50 939 $469.50 939.00 $469.50 ....-..p_._ _._._.. ,.. _. __.__ _--__ . _ . -._._... .__~___._.. ..,.. $337,335.65 _ .__.. $1,917,250.31 . .._,,.. .~.. y~-s~.~,.,.,.+.,,.~«~.., ~w,.R... _. w..-., _...=.. A.....~,.,.,m.. akua~M,..~. ..~.~., .~„xa.,:~.~a~u ,e..e~ Y.,.x.,,:aw+r.®.,.:.,,,,,aar x~w,wn,.,. ., ,~. a,~~m,wa=. cn~,xe,, .~iw.iu n~aa~~nu. .~at,tww Page 6 of 8 CITY OF HASTINGS Industrial Park Area Improvements SAP 130-140-001 Payment Summary 11/01/2009 through 11/30/2009 rrxvaY ,avu,. .mYSma nxmnnYmtx i.. tanneunmtxn omzxant sm. wtmmtwma amuuuemmam ~wxz- tm waurtxnsa mrmnt w PROJECTS: This Period Total To Date 3~treyiv.6.ntUgtp Yd.>6WNt NfVltaetiAHG abtt' o- tY...l ~NinaNlRxitxx5taAL, nliMiMAYi4 QaMt4AAiSYi,tb'IRHS(NYt~taYYntiYxilN WIaN.. tM.Rx5A1 leiMYNIIISNiAtxM nnnrtWigltN04a Atbil 2009-1 IPAI $337,335.65 $1,917,250.31 TOTAL WORK COMPLETED TO DATE: $337,33s.s5 $1,s17,2so.31 .,... .--_:.....ff ~,,., ,,.. ,,.-. r, ,.. .,r.,.,w. a, ...,~-:.:.,.~:.:, ,: a:....zn,.,toM. ,a>v;+.:: ., :,,,.~.,.. :,.,,,.ri, asvv,.mA .x+nxacn~nt u.m,.~'~:.,.,.. m,xa+z:...aau,.ue~tnmm~a~t to^~, Page 7 of S City of Hastings (ndustria( Park Area Improvements SAP i34-i40-001 Application for Payment Number; 4 Period Ending: 11/30/2009 Contractor: NorlhWestAsphal[, lnc. 9451 Stagecoach Road Approved by ,PAYMENT MAAARY; Pay Est. # Period I Ofl+DI/2009 - 081311Y009 2 09/01/2009 - 09130Y2009 3 10/01/2009 - 10131P2D09 4 11/01/2009 - Iti30Y1009 TOTALS TO DATE: Total Completed Td Date Less Retalnage: Less Prevbus Payment: Total Amount Due: Retalnage $D.00 $0.00 $23,250.96 $2a,z5oss $46,501.92 $1,917,250.31 s4s,s6r.s2 $1,558,683.70 $314,084.89 12 2b~q_ Date pale Payment _ $275,083.15 ~~.351,132,57 $930,447.98 $360,596.81 s1,sn,25oa1 Page 8 of e Owner -- - -