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HomeMy WebLinkAboutRESOLUTION NO. 2012-49 CL o• o � w � �' �; C� y ,� y 77 CD sy r �r h W N C > � N (D r Z tz CL ' oa/ o- \} \ CL M. �\ \ \ a \ \ ° ° - M w - - - i m = i = E E i ® n °\y $2 - n } \ m CL` ( \ / �- 41 - \ \§\ \\ CD g \ °/G/ - k © w w \*\ ro 2® k / \ \d / 7\ 2 o j \ | /k} -A > 73 \ g * a z n a mg � �k E -_ to 0 3 §) > Z ( ) �) 0 . o \ \ $ � q0 > \� § S 0 7 z ) w ® ® ( e 0 § 169 _ (n 40 e fn ® ) $ z 3 3 z a o ° D m - D m n y N ° N. O ch o cn � x o ='Co co CDco 3 m N 3 a m D D 3o cvi v y = � c � n X 3 `� o o m �. n � m 0 m n � m CD nm Qm a a0 o 3 g � 0 _ °. Oo a� nm z m ; mc N. 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N :3m CD O Project: FAIRFAX CITY PARK AND ATHLETIC FIELDS COMPLEX FAIRFAX,LINN COUNTY,IOWA Contractor: Dave Schmitt Construction Company,Inc. Engineer: Hall&Hall Engineers,Inc. Rev.Contract Arl $1,329,859.87 Date: June 12,2012 BID PRICES THIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) EFTEMNO, ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNITPRICE TOTAL COST DUANTITY AMOUNT OUAN7ITY AMOUNT %COMPLETE 01100-01 mobilization LS 3 41.777.40 $41.777.00 0.24 $8,955.-00 0.80 3,421.6080.00°!>01110-02 Subgrada and Subbase Compaction Tasting LS31000.00 0.00 30.fl0 1.00 $1.000.00 100.00°l001200-45 Orange Construction Barrier Fendinq LF 500D?300-03 Temporary Erosion and Sediment Control LS 1 , . , . , 50.DQ°lo01300.10 Silt Fence LF 2,200 $1.75 $3,850.00 0.00 $0.00 1,45D.OQ $2,537.50 85.91% 6 01400-01 Clean and Grubbin LS 1 5100,00 $SOO.OQ 0.00 $0.00 1,00 $100.00 1p0.fl0% 1 02000.01 Uncl.Excay.And Embankment CY 4,000 $2.80 $11.200.00 200.00 5560.00 3.600.00 $10$4Q.00 95.00% 8 02000-02 Strip I$-)of Topsoil and Stockpile CY 14,100 $t.40 $19,740,00 0.00 $6.00 14,100.00 $19.740.00 100.00% 9 0200002 Re-S .70 preao Stockpiled Topsoil GY 15,300 $2 $41,310,40 0.00 $0.00 13,770.60 7,179.00 90.60% Borrow.Material installed under the Building and C, 1,500 $10.30 $15,450.00 0.00 $0.00 1,500.00 $15,450.00 100.00% 10 02000-30 the Splash Pad Borrow-Material installed on the remainder of CY 15,050 $10.30 $155,015.00 0.00 $0.00 15,050.00 $155,015.00 100.00% 11 02000-30 the site 12 02100.02 S,)bgradePreparabon SY 6.510 $1.30 $8,593.06 1,715.00 $2,229.50 6.610.00 $8,593.00 100.00°/. 13 Oz100-25 SuhgradaStabilizationwithMacadamStood jyT 44 $27.00 $43,:08.00 0.00 $0.00 1,350.00 $36,450.00 84.16% 14 0210035 Geatexfle for Subgrads Stabilization 07 $1.50 $7.510.50 0.00 $0.00 5.007.00 $7,510.50 100.40% 15 02100.50 Granular Subbase,S'thick(Parking Lot; 29 $5.70 $2,445.30 0.00 $0.00 D,OD $0.00 0.00% Granular Subbase,4"thick(Trails 81,i S790 $5.40 $31,266.00 5,440.00 $29,376.00 5,440.00 $29,376.00 93.96% 16 02100-50 Pavements Special Backfill for Parking Lot Surface(Asphalt Sy 4.542 $5.20 $23,618.40 0,00 $0.00 0.00 $0.00 0,00% 17 02100-60 Millings Rolled into place 6"thick 18 02200-10 Trench Stabilization(CONTINGENCY ITEM) CY 20 $20.60 $400.00 0.00 $CAO 0.00 $0.00 0,00% Sanitary Sewer Service Connection,4"did. Extend towards Butting Pad,install one single EA 1 $4,000.00 $4,000.00 O.DO $O.OD 1.00 $4.000.00 100.00 deanoat and one siamese cleanout.Plug End& 1902300-10 Mark,or Connect to Bldg.Sewer Service 20 02400-01 Storm Sewer Main-IT Dia.HDPE Duai WSA LF 426 518.50 $7,881.00 O.DO $0,00 426.00 $7.881.00 100.fl0°6 Stomp Sewer,12"Dia.Perforated HOPE DualLF 298 $26.25 $7,822.50 0.00 $0.00 298.00 $7,822.50 100.00 21 02400-01 Waif Subdrain,4"PCPT Wrapped in Filter Sock with LF 4,665 $10.00 $46,650.00 3,000.00 $30,000.00 3,000.00 $30,000.00 64.31% 22 02400-10 Sand Backfill Subdrain,6"Dia.HDPE Duai Wall,Perforated LF 1,897 $9.60 $18,211.20 0.00 $0.00 1,897.00 $18,211.20 100,00% 23 02400-10 with Granular Backfill 24 02400-10 Subdrain,6"Dia.HOPE Dual Wall LF 206 $10.00 $2,060.00 8.00 $80.04 186.00 $1,860.00 90.29% 25 02400-10 Subdrain,6"Dip.PVC,C900-DR18 LF 79 $14.00 $1,106.00 000 $0.00 79.00 $1,106.00 100,00% Subdrain,8"Dia.HDPE Dual Wall,Perforated LF 737 $15.70 $11,570.90 0.00 $0.00 737.00 $11,570,9D 100.00% 26 02400.10 with Granular Backfill 27 02400-13 24"Dia.RCP Subdrain Cleanouts with Lid EA 6 $810.00 $6,480.00 0.00 $0.00 800 36,480.00 100.OD% 26 02400-13 9-- RCPi'ssm Cleanouts With Lid EA 6 $1,160.00 $6.960.00 0.00 $0.64 6.00 $6.96090 700.00°o RCP Cleanouts With Lid and EA 1 $1,760.00 $1,760.00 0.00 $0.00 1.00 $1,760.00 100.00% 29 02400-13 .Aprd the intaks 30 02400-20 ipe. HDPE Os:at Waif, LF 236 $27.00 $6,372.60 0.00 $CAO 236.00 $6,372.00 700,00% 31 02400.20 ipe, HDPE Dual Wal(, LF 120 $25.50 $3,060.00 0.00 $0.00 120.00 $3.060.00 100.001 32 0240040 ipe. RCP LF 126 $43-25 $5,449.50 0.00 $0.00 126.00 $5.449.56 100.00% 33 02400-20 Pipe, HDPE Dual Wall LF 116 $40.00 $4,640.00 0.00 $0.00 116.00 $4,640.00 100,0014 34 02400-20 uPipe- "Dia.RCP LF 76 $47.00 $3,572.Q0 0.00 $0.00 76.001 $3,572.00 900.00% 35 02400-20 C%lveo Pipe-21"Dia.HDPE Dual Wali LF s4 $37.00 $3,108.00 0.00 $0.00 84.00 $3,108.00 1Dfl.Q0% 36 02400-30 18"Dia.RCP Flared End Sec6ans EA 4 $925.00 $3.700.00 0.00 $0.00 4,00 S3,7D100 100.00% Scope the Existing 6"dia.Field Tile LF ISO $2.75 $495,00 0.00 $0.00 18000 $495.00 100.00% 37 02400-80 (CONTI'IGENCY ITEM) 6"PVC C-900 Watermain Including Polyethylene Wrap,Tracer Wire,and Fittings In Place(See LF 115 $23.00 $2,645.00 0.00 $0.00 115.00 $2,645.00 100.00% 36 02500-01 Special Provisions) 3"PVC SDR 21 Watermain Including Polyethylene Wrap,Tracer Wire,and Fittings In LF 605 $12,25 $7,411,25 0.00 $0.00 605.00 $7,411.25 100.00% 39 02500-01 Place(See Special Provisions) 4"PVC C-900 Watermain Including Polyethylene Wrap,T=ire,and Fittings in Place(See LF 31 $31.50 $976.50 0,00 $0.00 31.00 $976.50 100.00% 40 02500-01 Special Provisidns} 41 02500-21 6'Water Main Gate Valve Assembly EA. MI $3,675.00 $770,00 0.00 $0.00 1.00 $770.00 100,00% 42 02500-21 3"Water Main Gate Valve Assembly EA. $2,640.00 0.00 $0.00 4.00 $2,640,00 100.00% Furnish and install Fire Hydrant and Assembly, including 6"da.Lead and Connection at Existing EA. $3,675.00 0.00 $0.00 1.00 $3,675.00 100.00% 43 02500-50 6"Water Main 44 0250052 6"Air Release Valve and Assembly EA. $560.00 0.00 SO.00 1,00 $560.00 100.00% 2"RiserPipewithPittingsand WaterMeterBoxat EA $1,560.00 0.00 $CAO 2.00 $1,040.00 66.67% 45 02500.56 grade 46 02500-60 Disinfection and Hydrostatic Testing LS $665,00 1.00 $665.00 100 $665.00 100.00% Remove Existing Blow-off and connect to Existing 1 $390.00 $390.00 0.00 $0.00 1.00 $390.00 100.00% 47 02500-70 Water Main Adjustment to existing structures-Raise Existing EA 1 $960.00A- 7" 1.00 $960.00 L00 $960.00 100.00% 48 02600-020 Fire Hydrant to Fin.Grade Adjustment to existing structures-Raise Existing EA 3 $65.00 300 $195.00 3.00 $195.00 100.00% 49 02600-020 6"Gate Valves to Fin.Grade Adjustment to existing structures-Raise Existing EA 1 $450.00 1.00 $450,00 1.00 $450,00 100.00% 50 02600-020 SanitaryManhole above Fin.Grade Adjustment to existing s W ctures-Raise Existing Sanitary Cleanout to Fin.Grade EA 1 $75.00 1.00 $75.00 1.00 $75.00 100.00% 51 02600-020 (CONTINGENCY ITEM) Portland Cement Concrete,Non-reinforced for BY 1,334 $28.40 $3,885.60 0.00 $0.00 0.00 $0.00 0.00% 52 02700-01 1 Vend V wide Trail sections 7"Portland Cement Concrete,Non-reinforced for BY 469 $28.40 $13,319-60 0,00 $0.00 0,00 $0.00 0.00% 53 02700-01 Miscellaneous Pavement sections 5"Portland Cement Concrete,Non-reinforced for SY 2,995 $24,30 $72,778,50 0.00 $0.00 0.00 $0.00 0.00% 54 02700-0 i 6'wide Trail sectlons 5"Portland Cement Concrete,Non-reinforced for BY 70 $24.30 $1,701.00 0.00 $0.00 0.00 $0.00 0.00% 55 02700-01 6'wide Trail sections 5"Portland Cement Concrete,Nan-reinforced for SY 161 $24.30 $3,912.30 0.00 $0.00 0.00 $0.00 0.00% 56 02700-01 Miscellaneous Pavement sections 4"Portland Cement Concrete,Non-reinforced for SY 57 $22.50 $1,282.50 OAO $0.00 0,00 $0.00 0.00% 57 02700-01 Miscellaneous Pavement sections Portland Cement Concrete Pavement,Non- Reinforced,Class C Concrete,5-inch Thick, SF 927 $14.00 $12,978.00 0.00 $0.00 0.00 $0.00 0.00% 56 02700-20 Decorative Integral Colored and Textured 59 02850-01 PCC Striping LS 1 847500 $475,00 0,00 SO.00 0.00 $0.00 0.00% Car Stops(Installation in PCC and Granular EA 47 $50.00 $2,350.00 0.00 $0.00 0.00 $0.00 0.00% 60 04200-10 Surface) 61 04200-20 Bollards(CONTINGENCY ITEM) EA 2 $350.00 $700.00 0.00 $D.OD 0.00 $0.00 0.00% 62 04200-3D PlayGround Pad LS 1 $11,450.00 $11,450.00 0.00 $0.00 - 0.60 $0.00 0.00% 63 04200.40 Base5a0l8oftba1l Fields EA 2 i $75,955.00 $151,910.00 0.50 $37,977.50 0.50 $37,977,50 25.001 64 04200-50 Being Cage Pad LS 1 $3,405 GO 53,405.00 0.00 $0.00 0.00 $0.001 0.00% 65 1 04200-60 ADA Parking Signs EA 10 $135.00 $1.350.00 0.00 $0.06 0.00 $0.00 0.00% 66 04200-70 Trash Enclosure EA I $4,430.00 $4,430.0D 0,00 $0.00 0.00 $0.00 0.00% Missile Markers or Approved Equal for the Two LS $750.00 $750.00 000 $0.00 000 $0.00 0.00% 67 04200-80 Soccer Fields(CONTINGENCY ITEM) Seeding,Fertilizer,and Mulching(Type 1 Seed: AC 3.4 $1,650.00 $5,610.00 0.00 $0.00 0.00 $0.00 0.00% 68 02900-10 Soccer Fields) Seeding,Fertilizer,and Mulching(Type 2 Sead: AC 9.6 $1,500.00 $14,400.00 . 0.00 $0.00 0.86 $990.00 6.881 69 02900-Sq Open SPaca) 70 02900-10 Seeding,Fertilizer,and Mulching(Type 3 Seed) AC 020 $6,000.00 $1,200.00 0.24 $1,440.00 0.24 $1,440.00 120.00% 71 02900-10 Seeding,Fertilizer,and Mulching(Type 4 Seed} 0.00% AC 1.96 $3,000.00 $5,880.00 0.00 $0.00 0.00 $0.00 Finish Grading and HydImSeeding with Liquid AC 2.1 $2,200.00 $4,620.00 0.00 $0.00 0.00 $0.00 0.00% 78 02910-02 Raingarden Preparation uY ec a vu A,� .uL 79 02910-03 Subgrade Refracture LS 1 $1,500.00 $1,500,00 Q.6D $O.OD 0.00 50.00 0.00% 80 02910-04 Mulch(within Rain Gardens) CV 34 $6D'00 $2,040.00 0.00 $0.00 0.00 $0'00 0.00% 26000-0t na lean o LS 1 $81.802.D0 $81802.00 0,69 $56.AA3.38 0.69 $56.443.38 69.00% COMPUTED TOTAL BID(ITEMS 1 THROU81i= $1,085,104.55 $171,950.78 $613,808.33 56.57% GH ALTERNATE BID NO.1 BID PRICES THIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) BID ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL COST QUANTITY AMOUNT QUANTITY AMOUNT %COMPLETE A1-1 02910-01 Not Used $o-DO $0.00 A7-2 02910-01 PlantT pe A-SG EA 5 $222.50 . . .06 $O.DO O.00I 51,112.50 0 00 $000 0 At-3 02910-01 Plant T pe A-RS EA 7 $215.65 $1.509.55 0.00 $0.00 0.00 $0.00 0.00% A1-4 02910-01 PlantT e C-CH EA 7 5222.5D 51.557.50 0.00 $0.00 0.00 $0.00 0.00% At-5 02910-01 PlantT oe(G-SH) EA 6 5215.65 51 293.90 0,00 $0.00 0.00 $0.00 0.00% A1-6 02910-01 PiantT G-K£ EA 7 5246.63 $1.?26.41 0.00 so.DU 0.00 Moo 0.00% A1-7 02910-01 Plant Type P-ES EA 5 $369.04 $1,845.20 0.00 $0.00 090 SO.00 0.00% Al-8 02910A1 PiartiT e 0-PO EA 2 5237.73 $475.46 DAO $0,00 0.00 $0.00 fl.GO°l¢ At-9 02910-01 PlantT pe CSW EA 5 $245.72 $1,228.60 0,00 $D.tlO O.DO 50.00 A7-10 02910-01 PlantT Pe 2-VG ER 6 $266.66 51,599.96 6.40 SD.DD 0.00 $0.00 0.00% A7-11 02910-01 Not Used $0.00 $0.00 AI-12 029i0.Ot Plant 7 BH EA 4 $272.94 51.091.76 0.00 $0.00 0.00 $0.00 0.00°la Al-13 D-01 PlantT 4YP EA 2 $233.35 $466.70 O.OD $DAO 0.06 $0.00 O.DO% 0291 Al-14 02910411 PlantT e(AC EA 2 $272.94 $545.88 490 50.00 0.00 $6Aa At-15 D291Q-D1 PlantT pe NS) EA 3 5272.94 $818.82 0.06 $0.00 O.DO $09D 0.00°l0 At-16 02910-01 PlantT PeSS EA 3 $272.94 $818,82 0.00 $O.D6 0.00 $6.D0 D.DO% Al-17 62910-01 PlantT TD EA 4 $245.76 5983.04 0.00 SO.DO O,DO $0.00 O.DO% At-18 02910.01 No€Used J0' � Al-19 02910-01 PlantT A-SF EA 6 $221.64 51.329.84 OAO 56.00 0.60 $0.00 0.00% A1.20 02910-01 PlantT e(8-HS EA 6 $168.35 $1,010.10 O.OD $0.00 090 SO.RO 0.D0% Al-21 D2910.01 PlantT pa C-AH EA s $175.96 $1,583.64 0.00 $0.00 0.00 56,60 0.00% Al-22 02910-01 PlantT C-ER EA 3 5768.35 5505.06 0,00 50.00 0.00 $0.00 O.Otl°o A1.23 02910-OS PlantT C-0P EA 3 $175.96 $527.88 0.00 $0.00 0.00 $0.00 0.00% Al-24 02910-01 PlantT pe fP-CP EA 8 $175.96 $1,407.68 0.00 50.00 0.00 $0.00 DAO% At-25 02910-01 P4antT (M-PF) EA 10 $175,96 $1,759.60 0.00 $0.00 0.00 $0.00 0.00% COMPUTED TOTAL BID(ITEMS A1.1 THROUGH At-25)- $25,197.89 $0.00 $0.00 0.00% ALTERNATE BID NO.2 BID PRICES THIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) BID ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL COST QUANTITY AMOUNT QUANTITY �AMOUNT %COMPLETE A2-1 02910-01 Not Used $0.00 A2-2 o29tD-ot PlantT pe KFG) EA 28 59.06 5253.68 0,00 $0.00 0.00 $0.00 0.00% A2-$ 029to-Ot Plant (CC EA 15 526.32 $394.80 0.00 $0.00 0.00 $0.00 0.00% A2-4 02610-01 PlantT CK EA 10 $7.90 $240.30 O.DD $0.00 O.OU $O.DD 0.00% A2-5 02910-01 PlantT e HS EA fi5 $7.90 $513.50 0.00 $0.00 0.00 SO,OD D.00% A2-6 02910-Ot PlantT e CMI EA 48 $9.01 $432.48 0.00 50.00 W)o $0.06 1 0.00% A2-7 02910-01 PlantT e RA EA 6 529.74 5178.44 0.00 $0.00 0.00 $0.00 0.04% A2-6 02910-6i PlantT SP EA 10 $27.84 $27&.40 0.00 $0.00 0.00 $0.00 0.00% A2-9 02910-01 PlentT e(VT EA 6 527.84 $157.04 0.00 5090 U.00 $0.00 0.00% A2-10 02910-01 Not Used $0.00 $0.00 A2-11 02910-Ot PYant T AI EA 33 $5.47 5180.51 0.00 $0.00 0.00 $0.00 0,00% A2-12 ntType(ATI EA 17 $5.47 $92.99 0.00 $0.00 0.00 $0.00 0.00% A2-13 02310-01 Plan'Type PC EA 42 $5.47 1 $229.74 0.00 $0.00 0,00 $0.00 0.00% A2-14 02910-01 Plant T e(EP) EA 44 $5.47 $240.68 0,00 $0.00 cm $0.00 0.00% A2-15 02910.01 Plant Due(OF) EA 123 $5.47 $672.81 0.00 $0.00 0.00 $0.00 0.00% A2-16 02910-01 PlantT e DB EA 24 $5.47 5131.28 0.00 $0.00 O.CO 50.00 0.00% A2-17 02910-01 PlantT LS) EA 62 $5.47 $339.14 0.00 $0.00 0.00 $0.00 0.00% A2-18 02910-Ot PlantT PP EA 1 27 55.47 $147.69 0.00 $0.00 O.Oo $0,00 0.00% A2-19 02910.01 Plant?pe BE EA 35 $5.47 $191.45 0.04 $0.00 0.00 $0.00 0.00% A2-20 02910-01 Not Used $0.00 $0.00 A2-21 02910-01 PlantT pe CB EA 60 $5.47 $328.20 0,00 $0.00 0.00 1 $0.00 0.00% A2-22 02910-01 Plant Type(CL EA 20 55.47 $109.40 2:22 $0,00 0.00 $0.00 0.00% A2-23 02910.01 PlantT pe SO EA 24 $9.07 $217.68 1.00 $0.00 0.00 $DAD O.DO% A2-24 02970-01 PlantT e PV) EA 24 $9.19 $22456 0.00 $D.00 0.60 $0.00 0.00% A2-25 02910-01 Ptant T LB EA 18 $9.42 $169.56 0.00 $O.OD 0.00 $0.00 0.00 A2-26 02910-01 PlantT e PD EA 90 $9.19 $82710 6.00 $0.00 0.00 $0.00 0.00% A2-27 02919-a1 Not UsedI i 1 $0.00 SO.00 COMPUTED TOTAL BID(ITEMS A2-1 THROUGH A2.27) $6,557.43 $0.00 $0.00 0.00°Ie ALTERNATE BID NO.3 BID PRICES THIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) BID ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL COST QUANTITY I AMOUNT QUANTITY AMOUNT %COMPLETE �5 in5 0` ie LS 1 $106,500.00 $106,500.00 095 105435.00 D.991 $105435.00 99.00% COMPUTED TOTAL BID(ITEM A3.1)- $106,500.90 $105,435.00 $105,435.00 99.00% ALTERNATE BID NO.4 BID BID PRICES THIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL COST QUANTITY AMOUNT QUANTITY AMOUNT %COMPLETE AX 1i ig in9 or ie o. 1 sloti,buaTuo I D u9 105,435.00 1199f 105.435.00 99.00% COMPUTED TOTAL BID(ITEM A4-1)_ $106,500.00 $105,435.00 $105,435.00 99.00% MATERIALS STORED ON SITE ITEM DESCRIPTION UNIT5 QUANTYTY PRICE PER UNIT TOTAL TOTAL MATERIALS STORED ON SIT $0.04 CHANGE ORDERS This Period To Date NO. ITEM CODE Description Unit Total Unit Price Total Quantity Amount Quantity Amount I Complete -CPuanti C.O.1.A 63 S.64 Reduce Granular Surraci0q Depth LS 1 -$9,27400 $9.270,00 0.45 $4,171.50 0.45 $4,.171.50 45.00% C,0.1.S. 11 Add Borrow Material C.Q.1.A I GY 900 $10.30 $9,270.00 400 $0.00 900.00 1 $9,270.00 100.00% C.O.I.0 22 Cha 6 Field TIM Backfill to 314"Clean I LS 1 $0.00 $0.00 0.00 $0.00 0.00 $0.00 #OIVlO? C.O.2 81 Ad'OSUn6nt to tha site aleckr7ral tfantit LS 1 $4,367.00 $4,367.00 0.69 $3.013.23 0.6A $3,013.23 69.00 $0.00 0.00 30.00 0.04 $0.00 #DIV/O! TOTALS: 4367.04 $1,158.27 $8,111.73 1$5.75% REVISED CONTRACT TOTAL AFTER ALL C.O. IF AN $1,334,226.87 $824.67$.33 ORIGINAL CONTRACT WORK COMPLETED E0.00 MATERIALS STORED ON SITE $8,111.73 TOTAL CHANGE ORDER WORK COMPLETED $832 790.06 TOTAL 5.00% 541639.50 RETAINAGE