PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 06/17/11 EST. NO.28 TIME 01:21 PM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0193 1,069.38 E.W. @ F.A.(+) 051211 N 0401.0 0194 3,563.81 051211 N 0402.0 0195 1,905.68 051811 N 0403.0 0196 7,375.10 041111 N 0404.0 0197 3,923.85 041211 N 0405.0 004 0010 1,862.50 E.W. @ U.P (+) 060810 N 111110 024 0003 708.77 E.W. @ F.A.(+) 043010 N 111210 20,409.09 TOTAL THIS ESTIMATE 2,340,348.96 TOTAL PREVIOUS ESTIMATE 2,360,758.05 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 06/17/11 EST. NO.28 TIME 01:21 PM R.E. NAME: BUTTERS, CARL 04-0T10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED STRC BACKFILL -1,200.00 09 0.00 -1,200.00 TOTAL DEDUCTIONS 0.00 -1,200.00 PROGRAM CAS145 PAGE 1 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 LOCATION PROGRESS ESTIMATE 04-SOL-12-7.9/20.6 ----------------- RGW CONSTRUCTION, INC IN SOLANO COUNTY NEAR SUISUN CITY 550 GREEN VILLE ROAD FROM 1.1 KM EAST OF WALTERS ROAD LIVERMORE CA 94550 TO CURRIE ROAD. FED. AID NO. ACST-P012(100)E ,P-P012(100)E REHABILITATE ROADWAY AND WIDENING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 1,100.0000 462,000.00 423.000 465,300.00 03 TEMPORARY FENCE (TYPE WM) M 15.0000 11,250.00 700.000 10,500.00 04 TEMPORARY FENCE (TYPE ESA) M 6.5000 137,800.00 20,541.310 133,518.52 05 CONSTRUCTION SITE MANAGEMENT LS 47,000.0000 47,000.00 1.000 47,000.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 S) PREVENTION PLAN 07 TEMPORARY REINFORCED SILT FENCE (TYPE 1) M 32.0000 51,200.00 1,643.000 52,576.00 S) 08 TEMPORARY FIBER ROLL M 5.7500 57,500.00 1,616.000 9,292.00 09 TEMPORARY SILT FENCE M 4.8000 48,000.00 1,913.400 9,184.32 10 TEMPORARY SEASONAL WETLAND PROTECTION M3 120.0000 52,200.00 265.500 31,860.00 11 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 12,000.00 6.000 12,000.00 12 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 18,600.00 2.000 6,200.00 13 TEMPORARY COVER M2 3.4000 13,600.00 788.000 2,679.20 14 TEMPORARY CHECK DAM M 25.0000 2,500.00 33.000 825.00 15 TEMPORARY DRAINAGE INLET PROTECTION EA 260.0000 18,200.00 70.000 18,200.00 16 TEMPORARY HYDRAULIC MULCH M2 1.2000 47,520.00 71,135.800 85,362.96 S) (BONDED FIBER MATRIX) 17 STREET SWEEPING LS 175,000.0000 175,000.00 1.000 175,000.00 18 CONSTRUCTION AREA SIGNS LS 8,900.0000 8,900.00 0.900 8,010.00 S) 19 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 S) 20 TEMPORARY PAVEMENT MARKING (PAINT) M2 33.0000 4,290.00 100.940 3,331.02 21 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 87,780.00 99,876.960 109,864.66 22 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 6,500.00 48.000 2,400.00 S) PROGRAM CAS145 PAGE 2 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKER EA 3.3000 23,529.00 7,005.000 23,116.50 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 25 TEMPORARY RAILING (TYPE K) M 22.0000 550,000.00 24,848.000 546,656.00 26 TEMPORARY CRASH CUSHION MODULE EA 210.0000 63,000.00 252.000 52,920.00 S) 27 REMOVE FENCE (TYPE WM) M 4.0000 54,000.00 16,452.100 65,808.40 28 REMOVE METAL BEAM GUARD RAILING M 32.0000 8,640.00 287.130 9,188.16 29 REMOVE FLARED END SECTION EA 32.0000 1,088.00 25.000 800.00 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.4000 30,100.00 18,280.000 25,592.00 STRIPE 31 REMOVE PAINTED TRAFFIC STRIPE M 1.3500 72,630.00 42,520.000 57,402.00 32 REMOVE PAINTED PAVEMENT MARKING M2 22.0000 968.00 3.900 85.80 33 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3500 76,680.00 46,852.000 63,250.20 34 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 22.0000 1,650.00 115.780 2,547.16 35 REMOVE CHANNELIZERS EA 12.0000 17,640.00 1,465.000 17,580.00 36 REMOVE ROADSIDE SIGN EA 30.0000 270.00 9.000 270.00 37 REMOVE ASPHALT CONCRETE DIKE M 4.0000 380.00 65.000 260.00 38 REMOVE CULVERT M 23.0000 10,810.00 370.500 8,521.50 39 REMOVE HEADWALL EA 800.0000 8,000.00 17.000 13,600.00 40 REMOVE CONCRETE PAVEMENT M3 20.0000 10,000.00 2,479.850 49,597.00 41 REMOVE ASPHALT CONCRETE SURFACING M3 12.0000 14,520.00 1,208.070 14,496.84 42 REMOVE BASE AND SURFACING M3 7.8000 135,720.00 17,399.990 135,719.92 43 RECONSTRUCT METAL BEAM GUARD RAILING M 60.0000 42,000.00 696.430 41,785.80 (WOOD POST) 44 RESET ROADSIDE SIGN EA 90.0000 720.00 18.000 1,620.00 45 RELOCATE ROADSIDE SIGN (WOOD POST) EA 90.0000 5,220.00 54.000 4,860.00 46 RELOCATE ROADSIDE SIGN EA 90.0000 90.00 1.000 90.00 (STRAP AND SADDLE BRACKET METHOD) 47 525 MM PLASTIC PIPE-LINER M 515.0000 61,800.00 113.800 58,607.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 46,500.00 139,207.000 139,207.00 S) 49 REMOVE CONCRETE M3 120.0000 1,080.00 8.500 1,020.00 PROGRAM CAS145 PAGE 3 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 2,000.0000 2,000.00 0.000 0.00 51 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 52 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 53 ROADWAY EXCAVATION M3 9.0000 2,061,000.00 220,947.000 1,988,523.00 54 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 55 STRUCTURE EXCAVATION (CULVERT) M3 50.0000 1,150.00 23.000 1,150.00 F) 56 STRUCTURE EXCAVATION (RETAINING WALL) M3 12.0000 19,272.00 1,361.000 16,332.00 F) 57 STRUCTURE BACKFILL (CULVERT) M3 135.0000 21,789.00 161.400 21,789.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 12.5000 40,537.50 3,243.000 40,537.50 F) 59 PERVIOUS BACKFILL MATERIAL (RETAINING M3 75.0000 13,875.00 185.000 13,875.00 F) WALL) 60 DITCH EXCAVATION M3 50.0000 56,500.00 1,123.000 56,150.00 61 IMPORTED BORROW M3 6.0000 116,400.00 17,933.000 107,598.00 62 SUBGRADE ENHANCEMENT FABRIC M2 8.5000 6,290.00 0.000 0.00 63 ROADSIDE CLEARING LS 9,000.0000 9,000.00 1.000 9,000.00 64 EROSION CONTROL (NETTING) M2 4.2000 8,568.00 2,346.360 9,854.71 S) 65 EROSION CONTROL (TYPE D) HA 3,140.0000 24,806.00 17.870 56,111.80 S) 66 BIOFILTRATION SWALES M2 12.6000 49,266.00 3,910.000 49,266.00 S) 67 BIOFILTRATION STRIPS M2 5.0000 3,650.00 730.000 3,650.00 S) 68 FIBER ROLLS M 6.7500 153,225.00 13,929.420 94,023.59 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 2,700.0000 8,100.00 6.000 16,200.00 S) 70 CLASS 4 AGGREGATE SUBBASE M3 10.0000 625,000.00 55,383.800 553,838.00 71 CLASS 3 AGGREGATE BASE M3 40.0000 1,604,000.00 40,031.100 1,601,244.00 72 ASPHALT TREATED PERMEABLE BASE M3 205.0000 94,300.00 460.000 94,300.00 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 REPLACE ASPHALT CONCRETE SURFACING M3 220.0000 391,600.00 1,893.360 416,539.20 75 ASPHALT CONCRETE (TYPE A) TONN 85.0000 4,785,500.00 67,071.540 5,701,080.90 76 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 90.0000 2,439,000.00 16,171.910 1,455,471.90 PROGRAM CAS145 PAGE 4 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 215.0000 55,040.00 248.450 53,416.75 AREA) 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 480.00 193.660 774.64 79 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 43,200.00 13,041.600 52,166.40 80 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 2,400.00 458.510 1,834.04 81 CENTERLINE RUMBLE STRIP (AC, STA 55.0000 5,115.00 93.000 5,115.00 GROUND-IN INDENTATIONS) 82 SHOULDER RUMBLE STRIP STA 55.0000 11,715.00 213.000 11,715.00 (AC, GROUND-IN INDENTATIONS) 83 ASPHALTIC EMULSION (PAINT BINDER) TONN 750.0000 51,750.00 88.210 66,157.50 84 STRUCTURAL CONCRETE, RETAINING WALL M3 480.0000 381,600.00 795.000 381,600.00 F) 85 CLASS 2 CONCRETE (BOX CULVERT) M3 900.0000 37,800.00 42.000 37,800.00 F) 86 CLASS 1 CONCRETE (BOX CULVERT) M3 1,150.0000 224,250.00 194.700 223,905.00 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,050.0000 102,480.00 92.430 97,051.50 F) 88 MINOR CONCRETE (BACKFILL) M3 175.0000 38,500.00 217.630 38,085.25 89 FRACTURED RIB TEXTURE M2 26.0000 22,334.00 859.000 22,334.00 F) 90 BAR REINFORCING STEEL KG 2.0600 37,286.00 18,218.921 37,530.98 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6500 125,000.70 75,758.000 125,000.70 SF) 92 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 10,095.75 5,769.000 10,095.75 SF) 93 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 429.00 3.300 429.00 (1.6 MM-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 195.00 1.210 157.30 (2.0 MM-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 300.00 1.670 250.50 (1.6 MM-FRAMED) 96 ROADSIDE SIGN - ONE POST EA 140.0000 840.00 6.000 840.00 97 ROADSIDE SIGN - TWO POST EA 185.0000 185.00 1.000 185.00 98 300 MM ALTERNATIVE PIPE CULVERT M 78.0000 6,240.00 79.200 6,177.60 99 450 MM ALTERNATIVE PIPE CULVERT M 182.0000 405,860.00 2,218.200 403,712.40 00 600 MM ALTERNATIVE PIPE CULVERT M 500.0000 125,000.00 198.140 99,070.00 01 750 MM ALTERNATIVE PIPE CULVERT M 600.0000 39,000.00 51.400 30,840.00 02 900 MM ALTERNATIVE PIPE CULVERT M 850.0000 13,600.00 0.000 0.00 03 300 MM REINFORCED CONCRETE PIPE M 215.0000 43,215.00 198.500 42,677.50 PROGRAM CAS145 PAGE 5 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 600 MM REINFORCED CONCRETE PIPE M 175.0000 1,050.00 6.000 1,050.00 05 300MM CORRUGATED STEEL PIPE WITH TEE M 172.0000 3,268.00 18.900 3,250.80 06 450 MM CORRUGATED STEEL PIPE M 117.0000 2,574.00 21.400 2,503.80 (1.63 MM THICK) 07 600 MM CORRUGATED STEEL PIPE M 170.0000 850.00 0.000 0.00 (1.63 MM THICK) 08 80 MM PLASTIC PIPE (EDGE DRAIN) M 16.0000 24,800.00 1,351.000 21,616.00 09 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 130.0000 23,400.00 219.000 28,470.00 10 300 MM ALTERNATIVE FLARED END SECTION EA 100.0000 100.00 1.000 100.00 11 450 MM ALTERNATIVE FLARED END SECTION EA 150.0000 4,650.00 31.000 4,650.00 12 600 MM ALTERNATIVE FLARED END SECTION EA 200.0000 5,200.00 25.000 5,000.00 13 750 MM ALTERNATIVE FLARED END SECTION EA 300.0000 2,400.00 7.000 2,100.00 14 900 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 110.0000 29,700.00 274.500 30,195.00 16 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 95.0000 9,120.00 106.600 10,127.00 17 ROCK SLOPE PROTECTION FABRIC M2 1.0000 1,450.00 1,379.700 1,379.70 18 MINOR CONCRETE (MISCELLANEOUS M3 980.0000 68,600.00 64.800 63,504.00 CONSTRUCTION) 19 MISCELLANEOUS IRON AND STEEL KG 1.0000 11,396.00 10,952.000 10,952.00 SF) 20 FENCE (TYPE WM, METAL POST) M 14.0000 187,600.00 13,636.070 190,904.98 S) 21 1.2 M WIRE MESH GATE EA 700.0000 700.00 1.000 700.00 22 2.4 M WIRE MESH GATE EA 1,000.0000 2,000.00 2.000 2,000.00 23 GUARD RAILING DELINEATOR EA 33.0000 1,122.00 74.000 2,442.00 24 ALTERNATIVE CHANNELIZER EA 50.0000 65,500.00 1,300.000 65,000.00 S) 25 OBJECT MARKER (TYPE L-1) EA 44.0000 660.00 14.000 616.00 26 METAL BEAM GUARD RAILING (WOOD POST) M 83.0000 27,390.00 380.690 31,597.27 S) 27 TRANSITION RAILING (TYPE WB) EA 4,000.0000 16,000.00 7.000 28,000.00 S) 28 END CAP EA 200.0000 800.00 6.000 1,200.00 S) 29 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 9,075.00 12.000 9,900.00 S) 30 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 45,600.00 20.000 48,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 80) M 480.0000 87,360.00 182.000 87,360.00 32 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,700.00 356.200 12,467.00 S) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 97,350.00 89,147.030 98,061.73 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 2,024.00 1,558.840 3,429.45 S) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 616.00 761.070 837.18 S) (BROKEN 3.66 M - 0.92 M) 36 100MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 6,149.00 5,411.260 5,952.39 S) (BROKEN 5.49-3.66M) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 34,650.00 7,819.000 25,802.70 S) 38 FLASHING BEACON AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 S) 39 FLASHING BEACON AND LIGHTING (STAGE LS 30,000.0000 30,000.00 0.800 24,000.00 S) CONSTRUCTION) PROGRAM CAS145 PAGE 7 DATE 06/17/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0T10U4 TIME 01:21 PM ESTIMATE NO. 28 BID OPENING 12/09/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/11 R.E. NAME: BUTTERS, CARL DATE OF THIS ESTIMATE 06/17/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 18,149,830.37 ADJUSTMENT OF COMPENSATION 0.00 1,563,684.43 EXTRA WORK 20,409.09 797,073.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,409.09 20,510,588.42 40 MOBILIZATION LS 2024,430.0000 2,024,430.00 1.000 2,024,430.00 ORIGINAL CONTRACT AMOUNT 20,406,397.95 TOTAL WORK COMPLETED 20,409.09 22,535,018.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,200.00 TOTAL 20,409.09 22,533,818.42 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/05/09 420 03/02/09 03/09/09 06/30/11 418 153 4 2 94% 98% PROGRESS IS SATISFACTORY BUTTERS, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/11