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HomeMy WebLinkAboutRESOLUTION NO. 2012-60 Cr UZ LA CZ. !: , � w o ° y w Q .r oIZI- cs vz 'sJ e CD CL ly (i a • y tr CD YOp O N `C "� i x CD w y 0 y c N C OIt CD EL o o CD Q �°n o ° � � C } \ M. _ EF f \ / E ® Q . q 2 / & g ( } ) § / } ] } \ ~ a E o - & e ® 0 °~ E $$ ` ° ) 0 3 / ` & § 0 / ( %f 5 \ \ \ \co LCI, } ƒ) CD 11/ °©/3/ � � § (D } \ ro / k | § \ w w 9 \ n /) D m E { CD CL a§ o n� o \ ° 0 ® ) {\} 2) » 0 \k ( jf > / > . o r 0 to CD \ \ \) {f ) > z T / ) { � § 6 0 oR _ ° z 2 }� ~ \ O ~ . \ / . \ � EC , \ \ } k * | § 69 6s e _ 6sc = c c 2 _ _ 0} ID 68 m rn D sv D u � m CD U < w ° a° m 0 GZ1 3 -I 3 Z m o 'D CD m D �' = cn N ° n�i co O cp° (n co x o N DDn co n (Dm n O CD D W D 3 m m � l< c C7 X ° 0 3 5 A c ? p ° CL CD N o @ ci m o rn a rn CL am o a o co s o � m a oo acorn p c cA 0 3 D oho � -i N w3 ° Z m m N o G D 3 m m CD ro m Q o w r� o � o � n m c 3 Q � <. � ° C� ' ro ° m v m ° rn ° o rn CD ca ° a i sz o 3 o ro �' v o o m (D Mo �. < o C7 R. -0 M zr N CD ff CD O 7 O CD C1 3 O n @ ID °n rn Q n w N m n CD 0- , N O c v ° FL � a < D� O �; � Nmo0 ° } w o- � 79a w m fl: a ° D a ,{ (D -o o ° - ° m m cu ID o m Q � 7 ° m �� < N. 3 ° DN 3 Z o - o p z o :3 fA Efl fA C33 fA ffl cn D N 3 O O N O N - D N CD c N CD O' o p3 � - o w '� Doo N CL m 3 o 0. Z v p Z 3" m o 0 co w3 � 3 w wo CD (D CD m n CD CD CD cnD o' < o c c m o < G) o m CL w mom N w o 0 m -4c ^ o s = �'CL (n to * 0 CD C7 0 D CD �°� <D OCL o b m v n C: 3a w o < o 0 w 3 m D m oo awD 3 m 3 � in moo_ v N N CD 0 D 71 'r u CD R� c 0 0 0 U ° �? O < o (D 7 _\ � n N O CD w v p_ O N R✓ O 3 n ° �. CD .'� (D w O Cep _ CD m 3 15 f1 w O K N CD D 3 o Q a Qom. s � w U w _ CD fQ (D N N N K CD CL v N � w 3 w D c < n a D a M Cr 3 3 3 -00 vmvC° o � 'o o m CD CD m 3 m CD CL ow En CD m It m CD :3 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 Amnt: $1,335,530-17 Date: September 11,2012 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 I QUANTITY AMOUNT %COMPLETE 1 01100-01 Mobilization LS 1 S41.777.00 $4,77.00 0,00 $0.00 0.90 7499.30 U.0 2 01110-02 Sub rade and Subbase Compaction Testing LS 1 51,000.00 51,000.00 0100 $0.00 _L00 $1,000.00 100,00% 3 01200-45 Oran e Construction Barrier Fencing LF 500 $3.00 51.500,00 0.00 $0.00 500.00 57,500.00 100.00% 4 01300-01 Temporary Erosion and Sediment Control ITS 1 512,000.00 $12.000.00 0,00 $0.00 0.90 $10,800.00 90.00% 5 01300-10 Silt Fence LF 2.200 51.75 $3,860,00 0.00 $0.00 1.450.00 $2 537.50 65.91% 6 01400-01 Clearing and Grubbing LS 1 $100.00 51001100 0.00 $0.00 1,00 $100.00 100.00% 7 02000-01 Uncl,Excav,And Embankment CY 4,000 $2.80 $11,200,00 0.00 50.00 4 000.00 $11,200.00 100.00% 6 02000-02 She(6")of Topsoil and Stockpile CY 14.100 $1.40 $19,740<00 0.00 50,00 14,100.00 519,740.00 100.00% 9 02000-02 Re-Spread Stockpiled Topsoil CY 15,300 $2.70 $41,310.01 765,00 SLO65.50 14,635,00 $39,244.50 95.00% Borrow-Material installed under the Building CY 1,500 $10,30 $15,450.00 000 $0,00 1,500.00 $15,450.00 100.00% 10 02000-30 and the Splash Pad Borrow-Materi Imnalled on theremainder 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 Sub rade Preparation SY 6,610 57,30 $8,593.00 OAO $0.00 6,610,00 $8,593.00 100.00% 13 02100-25 Sub rade Stabilization with Macadam Stone CY 1.604 $27.00 $43,30$00 254.00 $6,858.00 1,6Q4,0,0 $43.308.00 100.00% 14 02100-$5 Geotextile for Subgrade Stabilization BY 5,007 $1.50 57,510,50 0.00 SD,00 5,007.10 $7,510.50 10D.00% 15 02100-50 Granular Subbase,5"thick(Parkin Lot) BY 429 $5.70 $2,445.30 0.00 $0.00 429,00 $2,445.30 100.00% Granular Subbase,4"thick(Trails&Misc, SY 5,790 $5A0 $31,266.00 000 $0,00 5,79000 $31,266.00 10000% 16 02100-SQ Pavements Special Backfill for Parking Lot Surface(AsphaN SY 4,542 $5,20 $23,618.40 4,088.00 $21,257.60 4,088 00 $21,257,60 90.00% 17 02100-60 Millings Rolled into place 6"thick 18 02200-10 Trench Stabilization(CONTINGENCY ITEM CY 20 $20,00 5400.00 0,00 0,00 0,00 $0.00 0.00% Sanitary Sewer Service Connection,4"dia, Extend towards Building Pad,install one single EA 1 $4,00100 $4,000.00 0.00 $0.00 1,00 $4,000.00 100,00% cleanout and one Siamese cleanout,Plug End 8 19 02300-10 Mark,or Connect[0 01d,Sewer Service 20 02400-D1 Storm Sewer Main-10"Dia.HDPE Dual Wali LF 426 $18,50 $7,881.00 0.00 $0.00 426.00 $7,881,00 100,00% Storm Sewer,12"Dia.Perforated HDPE Dual 21 02400-07 Wall LF 298 $26,25 $7,822,50 000 $0,00 298.00 $7,822,50 100.00% Subdrain,4"PCPT Wrapped in Filter Sock with LF 4,665 $10.00 $46,651,00 coo $0,00 4,77700 $47,770,00 102,40% 22 02400-10 Sand Backfill Subdrain,6"Dia,HDPE Dual Well,Perforated LF 1,897 $9,60 $18,211.20 coo $0,00 1,897 00 $18,211,20 100,00% 23 02400-1d with Granular Backfill 24 02400-10 Subdrain,6"Dia,HDPE Dual Wall LF 206 $10.00 $2,160.00 0.00 $0.00 206.00 $2,060.00 100.00% 25 02400-10 Subdrain,6"Dia.PVC,C900-DR18 LF 79 $14.00 $1,106.00 0.00 WOO 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 $11,570,90 100OD% 26 02400-10 with Granular Backfill 27 02400-13 24"Dia,.RCP Subdrain Cteanouts With Lid EA $ $810.00 $6,480.00 0.00 $0,00 8,00 $6,480.00 100.00% 28 02400-13 30"Dia.RCP Subdrain Ointments With Lid EA 6 $1,160.00 $6,960.00 0.00 $0.00 6,00 $6,960,00 100,00% 30"Dia.RCP Subeam Cteanouts 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 4"P.C,C,Apron around the intake 30 02400-20 Culvert Pipe,12"Dia,HDPE Dual Wall, LF 236 $27.00 $6,372.00 0,00 $6.00 236.00 56,372,00 100.00% 31 02400-20 Culvert Pipe,15"Dia.HDPE Dual Wail, LF 120 $25.50 $3,060.00 0,00 $0.00 120,00 53,060.00 100.00% 32 02400-20 Culvert Pipe,15"Dia,RCP LF 126 $43.25 $$,44950 0.00 $0.00 126,00 $5,449.50 100,00% 33 02400-20 Culvert Pipe,18"Did,HDPE Dual Wall LF 116 $40.00 $4 640.00 0.00 50,00 116,00 $4,640,00 100,00% 34 02400-20 Culvert Pipe-18"Dia,RCP LF 76 $47,00 $357200 0.00 $0.00 76<00 $3,572.00 100.00% 35 02400-20 Culvert Pipe-21"Dla.HDPE Dual Wall LF 84 $37.00 53,108.00 0,00 50,00 84.00 $3,108,01 100,00% 36 02400-30 18"Dia.RCP Flared End Sections EA 4 $926.00 53,700,00 0.00 $900 4,00 $3,700,00 100-00% Scope the Existing 6"dia,Field Tile LF 180 $275 $495,00 0.00 $0.00 180,00 $495.00 100,00 37 02400.80 CONTINGENCY ITEM) 6"PVC C-900 Watermain Including Polyethylene Wrap.Tracer Wire,and Fittings In LF 115 $23,00 $2,645,00 0.00, $0,00 115,00 $2,645,00 100,00% 38 02500-01 Place(See 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 60500 $7,411.25 100,00% 39 02500-01 Place(See Special Provisions) 4"PVC C-900 Watermain Including Polyethylene Wrap,Tracer Wire,and Fittings In LF 31 $31.50 $976.50 0.00 $100 31:00 $976.50 100,00 40 1 02500-01 Place(See Special Provisions) 41 02500-21 6"Water Main Gale Valve Aaaari EA, 1 $77(T00 $770.00 On 50.00 1.00 $770.00 100.00% 42 02500-21 3"Waler Main Gate Valve Assembly EA, 4 $660.00 $2,640.00 0.00 50.00 4,00 $2,640,00 100.00% Furnish and Install Fire Hydrant and Assembly, including 6"dia Lead and Connection at EA. 1 $3,675.00 $3,675.00 0.00 $0,00 1.00 $3,675,00 100.00 43 02500-50 Existing 6"Water Main 44 02500-52 6"Air Release Valve and Assembly EA. 1 $560.00 $560.00 0.00 $0,00 1.00 $560,00 700.00 2"Riser Pipe with fittings and Water Meter Box EA 3 $520.00 $1,560,00 0.00 $0.00 3.00 $1,560,00 100,00% 45 02500-56 at grade 46 02500-60 Disinfection and Hydrostatic Testing, LS 1 $065.00 $665.00 0.00 $0.00 1100 $665.00 100.00% Remove Existing Blowoff and connect to EA t $390,00 $390.00 0,00 $0,00 100 $390,00 100,00% 47 02500-70 ExistingWater Main Adjustment to existing structures-Raise Existing EA 1 $960,00 $960,00 0.00 48 02600-020 Fire Hydrant to Fin.Grade $0,00 1.00 $960,00 100.00 Adjustment to existing structures-Raise Existing EA 3 $65.00 $195,00 0.00 $0,00 3.00 $195,00 100.00% 49 02600-020 6"Gate Valves to Fin.Grade Adjustment to existing structures-Raise Existing EA 1 $45400 $450,00 0.00 $0.00 1.00 50 02600-020 SanitaryManhole above Fin,Grade $450.00 100,00 Adjustment to existing structures-Raise Existing Sanitary Cleanout to Fin.Grade EA 1 $75,00 $75,00 0.00 $0,00 1.00 $75.00 100.00 51 02600-020 CONTINGENCY IT 7"Portland Cement Concrete,Non-reinforced for SY 1,334 $28.40 $37,885.60 000 $0.00 1.27000 $36,068.00 9520% 52 02700-01 10'and 8'wide Trail sections 7"Portland Cement Concrete,Non reinforced for BY 469 $28.40 $13,319,60 0.00 $0,00 44500 $12,638,00 94.88% 53 02700-01 Miscellaneous Pavement sections 5"Portland Cement Concrete,Non reinforced for SV 2995 $2430 $7277850 000 54 02700-01 8 , . , . 'wide Trail sections $0,00 2,84500 $69,133,50 94.99% 5"Portland Cement Concrete,Non-reinforced for SY 70 $24.30 $1,701,00 0.00 55 02700-01 6'wide Trail sections $0,00 7000 $1,701,00 100,00% 5"Portland Cement Concrete,Non-reinforced for 56 02700-01 Miscellaneous Pavement sections BY 161 $24.30 $3,912.30 000 $400 161 00 $3,912.30 100.00 4"Portland Cement Concrete,Non-reinforced for SY 57 $22,50 $1,282,50 0.00 $0.00 5700 $1,282.50 100.00% 57 02700-01 Miscellaneous Pavement sections Ponland Cement Concrete Pavement,Non- Reinforced,Class C Concrete,5-inch Thick, SF 927 $14.00 $12,978,00 927.00 $12,978.00 927,00 $12,978.00 100,00% 58 02700-20 Decorative Integral Colored and Textured 59 02850-01 PCC Smp!m LS 1 $475.00 $475.00 0.00 $0,00 0,00 $0.00 0.00% Car Stops(installation in PCC and Granular FA 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 $35400 $700.00 0100 $0.00 0,00 $0.00 0.00% 62 04200-30 Play Ground Pad LS 1 $11,450.00 511 450.00 0.00 $0100 O,QQ $0.00 0.00% 63 04200.40 Baseball/Softball Fields EA 2 $75,955.00 $151,910.00 0,00 $0.00 2.00 $161,9117.00 10D.00% 64 04200-50 Batin Ca a Pad LS 1 $3,405-00 $3,405.00 0100 $0.00 1.00 $3,405,00 100.00% 65 04200-60 ADA Parking Signs EA 10 $135.00 $1350.00 0.00 $0.00 0.00 S0.00 0.QO% 66 04200-70 Trash Enclosure EA 1 $4,430-00 $4,430.00 0.05 5221.50 1,00 54,430.00 100.00% Missile Markers or Approved Equal for the Two LS 1 $750.00 $750,00 000 $400 0.00 $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 3.40 $5,610,00 3.40 $5,610,00 100100% 68 02900-10 Soccer Fields) Seeding,Fertilizer,and Mulching(Type 2 Seed: AC 9,6 $1,500.00 $14,400.00 700 $10,500,00 7.66 $11,490.00 79,79% 69 01 Open Space) 70 02900-10 Seeding,Fe Vaer,aad Mu!chin (Type 3 Seed) AC 0.20 $6,000.00 $1,200,00 000 $0,00 0.24 $1,440,00 120,00% 71 02900-10 Seeding,Fertilizer,and Mulching Jyet.4 Seed) AC 1.96 $3,000.00 $5,880.00 0.00 $0,00 0,00 $0,00 0,00% Finish Grading and Hydroseeding with Liquid AC 2.1 $2,200.00 $4,620,00 2,10 $4,620,00 2.10 $4,620,00 100,00% 72 1 02900-12 Ji Binder(Type 1 Seed:Ball Field Outfields 73 1 02900-13 Turf Establishment-Watering DAY 30 S500,00 515,000.00 0.00 SQ.00 0,00 $0,00 0.000% 74 02900-13 Turf Establishment-Fertilizing AC 11,0 $250.00 52,750.00 400 50.00 0,00 $0.00 0.00% --67 26UW-Ot SrceETectrca or1 LS 1 1 $81,802,00 $81,802,00 0,311 $25,358,621 1.00 I $81,$02,00 10400°/a COMPUTED TOTAL BID(ITEMS 1 THROUGH 81)= $1,085,100.55 $92,193.22 $1,004,445.85 92.57% ALTERNATE BID NO.1 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 At-1 02910-01 Not Used 50,00 Sb.00 72 02910-01 Plant Type(A-SG) EA 5 5222,50 S1,112.50 0.00 $0.00 0.00 $0.00 0.00% Al$ 02910-01 Plant Type(A-RS) EA 7 $215.65 51,509,55 0,00 $0.00 0,00 $0.00 O,DO% 51.4 02910-01 PlantT pe C-CH EA 7 $222.50 $1557.50 0,00 50.00 - 0.00 50.00 0,00% A1-5 02910-01 Plant T e(G-SH) EA 6 $215.65 $1293.90 0.00 $0.00 0,00 $0.00 OAO% A1-6 02910-01 Plant Type(G-KC) EA 7 $246,63 51726,41 1 0.00 $0,00 0.00 $0-00 0.00% Al-7 02910-01 PlantT e(P-ES) EA 5 $369.04 $1,845.20 0.00 $0.00 0.00 $Oto 0.00% A1-8 02910-01 PlantT pe O-PO EA 2 5237.73 $475,46 0Q 50.00 0,00 50.00 0.00% - A11-9 02910-01 PlantT e{q-SW EA 5 S24532 $1228.60 0,00 $0.00 0.00 $0.00 0.00% Al-10 02910-01 Plant T De(Z-VG) EA 6 $266.66 51,599.96 0.00 $0.00 0,00 $0.00 0.00% At-11 02910.01 Not Used SO-00 $0,00 Al-12 02910.01 PlantT e BH EA 4 3272.94 $1,091.76 0.00 $0.00 0.00 $0.00 0.00% At-13 02910-01 Plant T..e(WP) EA 2 5233.36 $466.70 0,00 $0.00 0.00 So.00 0.00% At-14 -02910-01 Plant T e(ACI EA 2 $272.94 $545.86 0.00 $0.00 0,00 $0,00 0.00% At-15 0291001 Plant Tv e(NS) EA 3 $272.94 $818.82 0,00 $0.00 0.00 $0,00 0.00% Al-16 02910-01 Plant Type SS EA 3 $272.94 $818.82 0.00 $0.00 0100 $0.00 0.00% Al-17 02910-01 Plant Type TD EA 4 $245.76 $983,04 0,00 S0.00 0.00 $0.00 0,00% Al-18 02910-01 Not Used $D.00 $0.00 Al-19 02910-01 IPIantTvpe(A-SF) EA 6 5221.64 $1,329.84 0.00 S0-00 0.00 $0.00 0,00%--- Al 20 .00%Al-20 02910-01 PlantT pe B-HB EA 1 6 $168.35 51,010.10 0100 $0,00 0.00 $0.00 020% Al-21 02910-01 1PIantTvve(C-AH FA 9 $175.96 51,583.6d 0.00 50100 DUO $0.00 0.00% Al-22 02910-01 Plant T e G-ER EA 3 $168,35 5505.05 0,00 $0.00 0,00 $0.00 000% Al-23 02910-01 Plant T e C-OP)- EA 3 5175.96 $527.88 0,00 $0,00 0.00 $0,00 0.00% Al-24 02910-01 Plant T e p-CP EA B $175.96 $1,407.68 0.0() $0.00 0,00 $0-00 0.00% Al-25 02910-01 Plant Type(M-PF) EA 10 $175.96 $1,759,$0 0.00 $0.00 000 S0,00 0,00% COMPUTED TOTAL BID(ITEMS A1-1 THROUGH A1.25) $25,197.89 $0.00 $0.00 0.00% ALTERNATE BID NO.2 BID CES BID PRITHIS PERIOD TOTAL TO DATE(INCL.THIS PERIOD) ITEM NO. ITEM CODE ITEM DESCRIPTION UNIT QUANTITIES UNIT PRICE TOTAL COST QUANTITY AMOUNT QUANTITY AMOUNT °!o COMPLETE A2-1 02910-01 Not Used SOHO $0.00 A2-2 02910-01 Plant Type KFG EA 28 $9.06 $253.68 O.Op $0.00 0100 $0.00 0.00% A2-3 02910-01 Plant Type(CC) EA 15 $26.32 $394.80 0.00 1 50,00 0,00 30100 0.00% A2-4 02910-01 Plant T pe CK EA 10 $24,03 $240.30 0.00 50.00 0,00 $0.00 0.00% A2-5 02910-01 Plant Type(HS) EA 65 $7.90 $513.50 0.00 $0.00 0,00 $0.00 0.00% A2-6 02910-01 11olantlype(CIA) EA 1 48 $9.01 $432.48 0.00 S0,00 0,00 SoCit 0.00% A2-7 02910-01 Plant T pe RA EA 1 6 S29.74 $178.44 0,00 $0.00 0,00 SO.00 0,00% A2-B 02910-01 Plant Type SP EA 10 $27.84 $278,40 0.00 50.00 0100 50.00 0.00% A2-9 02910-01 Plant Type VT EA 6 S27.84 $167.04 0,00 $0.00 0.00 SO.00 0.00% A2-10 02910-01 Not Used $0.00 50.00 A2-11 02910-01 Plant T pe(Aq EA 33 55.47 5180,57 0.00 SOUO 0.00 50100 1 0.00% A2-12 02910-01 Plant Tvpe(AT) EA 17 55-47 $92,99 0.00 30.00 0100 $0.00 0.00% A2-13 02910-01 Plant Type(PC) EA 42 S547 5229,74 0.00 SO.00 0,00 50.00 0.00% A2-14 02910-01 Plant? e EP EA 44 55.47 $240.68 0.00 50:00 0,00 $0,00 0.00% A2-15 02910-01 Plant Type BF EA 123 $5,47 $672,81 0.00 DUO DUO $0.00 0.00% A2-16 02910-01 PIan tType OB) EA 24 $5.47 $131.28 0.00 $0.00 0,00 $0,00 0.00% A2-17 .02910-01 Plant Type(LS) EA 62 $5.47 $339.14 0.00 $01M 0.00 S0.00 0.00% A2-18 02910-01 Plant Type(PP) EA 27 S5A7 5147.69 0,00 $0.00 0,00 SO.00 020% A2-19 02910-01 Plant Type(BE) EA 35 55,47 3191.45 0.00 $0.00 0O $0.00 0.00% A2-20 02910-01 Not Used $0.00 $0.00 A2-21 02910-01 PiantT e CB EA 60 $5.47 5328.20 0.00 $0.00 0.00 $0.00 0.00% A2-22 02910-01 Plant Type(CL) EA 20 55.47 $109.40 0.00 50.00 0,00 $0,00 0.00% A2-23 02910-01 Plant Type 5O) EA 1 24 1 59.07 5217,68 0.00 $0.05 0.00 SO-00 0.00% A2-2 02st6-01 Plant Type PV EA 24 $9.19 5220.56 0,00 $000 0100 50.00 0.00% A2-25 02910-01 PlantType(LB) EA 18 59.42 $169.56 O.Ob 50.00 0.00 SD.00 0.00% A2-26 02910-01 PlantT e PD EA 90 $9,19 5827.10 0,00 $0.00 .00 SO-00 0.00% A2.271 02910-01 Not Used $0.00 $0.00 COMPUTED TOTAL BID(ITEMS A2-1 THROUGH A2-27)= $6,557.43 $0.00 $0.00 0.00% ALTERNATE BID NO.3 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 pec Llgrtlnq 1.1 . ieLS 1 106,500.00 $106,50090 0,01 1 $1,065.0 1. $106.500.001 100.00% COMPUTED TOTAL BID(ITEM A3-1)= $1061500,00 $1,065.00 $106,500.00 100.00% 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 I AMOUNT QUANTITY AMOUNT %COMPLETE - or a,FZ510 M.--Z- i $1 065.00 1.001 SIGIL5DO,D0 tOO. COMPUTED TOTAL BID(ITEM A4-1) $106,500.00 $1,065.00 $106,500.00 100.00% MATERIALS STORED ON SITE ITEM I DESCRIPTION UNITS QUANTITY 1PRICE PER UNIT TOTAL TOTAL MATERIALS STORED ON SITE 1 $0.00 CHANGE ORDERS r This Period To Date NO. ITEM CODE Description Unit Total Unit Price Total Quantity Amount Quantity Amount %Complete uantibi C,O.1.A 63&64 Reduce Granular Surfacin Depth LS 1 -59270.00 $9,270.00 0.00 50.00 1,00 $9,270.00 100.00% 0.0,1.6 11 Add Borrow Material C.O.1.A CY 900 $10.30 $9,270.00 020 $0,00 900.00 59,270-00 100.00% C,O,LC 22 Change Field Tile Backfill to 314"Clean LS 1 5020 $0.00 0.00 90,00 0.00 $0.00 100,00% C,O.2 81 Adjustment to the site electrical uanti LS 1 $4,367,00 $4,367.00 0,31 $1,353,77 1.00 $4,367.00 100,00% C-0.3 56 Reduce V PCC(Misc.)&add W Reinf.PCC LS 1 $1,303.30 $1,303.30 00 $0.00 1,00 $1,303.30 100,00% for a LS Increase of$1,303.30 C.0,4 Adjust Milestone 2�Seeding Oates 0 5090 50-00 0.00 1 0.00 OCC $0.00 100,00% TOTALS: $5670.30 ,3 - S 70.0 100.00% REVISED CONTRACT TOTAL AFTER ALL CA.IP ANYjj $1,335,530,17 51217445.85 ORIGINAL CONTRACT WORK COMPLETED $0.00 MATERIALS STORED ON SITE $5,670,30 TOTAL CHANGE ORDER WORK COMPLETED $11.223116A5. TOTAL 5.00% $61155.81 RETAINAGE $1,161,960.34 TOTAL LESS RETAINAGE $1,077.067.20- LESS PREVIOUS PAYMENTS__ _