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 09/04/14 EST. NO.18 TIME 04:09 PM R.E. NAME: KNUDSON, CAMERON 03-1A4644 --------------------------------------------------------------------------- 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 0013 420.99 E.W. @ F.A.(+) 071614 N 0058.0 008 0005 543.13 E.W. @ F.A.(+) 062014 N 0053.0 0006 4,750.11 062714 N 0054.0 0007 4,457.52 063014 N 0055.0 0008 3,454.05 070114 N 0056.0 0009 12,279.61 070214 N 0057.0 016 0002 1,074.62 E.W. @ F.A.(+) 041114 N 0037.0 0003 5,509.62 041414 N 0038.0 0004 33,706.96 041514 N 0039.0 0005 30,585.73 041614 N 0040.0 0006 3,810.99 041714 N 0041.0 0007 2,342.21 041814 N 0042.0 0008 7,996.75 042114 N 0043.0 0009 8,171.61 042214 N 0044.0 0010 9,550.66 042314 N 0045.0 0011 5,195.87 042414 N 0046.0 0013 12,861.28 050214 N 0049.0 0014 3,653.74 051714 N 0050.0 150,365.45 TOTAL THIS ESTIMATE 238,779.91 TOTAL PREVIOUS ESTIMATE 389,145.36 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 09/04/14 EST. NO.18 TIME 04:09 PM R.E. NAME: KNUDSON, CAMERON 03-1A4644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 18 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402S -10,000.00 18 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/13 -7,000.00 05 RETURN DEDUCT 7/13 7,000.00 06 PER LTR DATED 10/13 -7,000.00 08 RETURN DEDUCT 10/13 7,000.00 09 PER LTR DATED 11/13 -5,000.00 10 PER LTR DATED 12/13 -4,000.00 10 RETURN DEDUCT 11/13 5,000.00 12 RETURN DEDUCT 12/13 4,000.00 15 CERITIFIED PAYROLLS -1,000.00 18 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -21,000.00 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 03-SUT-99-R19.5/R20.5 ---------------------------------- TEICHERT CONSTRUCTION IN SUTTER COUNTY IN TUDOR AT ROUTE 4401 DULUTH AVE 99/113 SEPARATION ROCKLIN CA 95765 FED. AID NO. N O N E CONSTRUCT 99/113 INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.250 1,500.00 1.000 6,000 002 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.047 940.00 1.000 20,000 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.209 522.50 1.000 2,500 PREVENTION PLAN 004 TEMPORARY EROSION CONTROL BLANKET SQYD 4.0000 50,400.00 0.000 0 005 TEMPORARY FIBER ROLL LF 3.0000 207,000.00 18,432.000 55,296 006 TEMPORARY GRAVEL BAG BERM LF 9.0000 9,900.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,600.0000 57,600.00 10.000 36,000 008 TEMPORARY COVER SQYD 4.7500 5,225.00 0.000 0 009 MOVE-IN/MOVE-OUT EA 350.0000 4,200.00 4.000 1,400 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 2,800.00 5.000 875 011 TEMPORARY HYDRAULIC MULCH SQYD 0.8000 31,120.00 0.000 0 (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 20,000.0000 20,000.00 0.038 760.00 1.000 20,000 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000 014 TEMPORARY LARGE SEDIMENT BARRIER LF 9.2000 135,240.00 9,941.097 91,458 015 RAIN EVENT ACTION PLAN EA 500.0000 24,000.00 12.000 6,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000.00 3.000 6,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 7,750.00 5.000 1,250 018 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 8.000 16,000.00 220.000 440,000 019 CONSTRUCTION AREA SIGNS LS 10,600.0000 10,600.00 0.114 1,208.40 1.000 10,600 020 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.120 3,600.00 1.000 30,000 021 TYPE III BARRICADE EA 70.0000 4,550.00 65.000 4,550 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,560.00 12.000 24.00 2,355.000 4,710 PROGRAM CAS145 PAGE 2 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 10,955.00 39,066.000 13,673 024 TRAFFIC PLASTIC DRUM EA 105.0000 13,650.00 130.000 13,650 025 TEMPORARY PAVEMENT MARKER EA 2.2500 1,957.50 1,035.000 2,328 026 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 1,680.00 9.600 336.00 48.000 1,680 027 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.020 300.00 1.000 15,000 028 ABANDON CULVERT (EA) EA 800.0000 1,600.00 2.000 1,600 029 OBLITERATE SURFACING SQYD 2.7000 37,800.00 647.000 1,746.90 13,932.000 37,616 030 REMOVE FENCE (TYPE WM) LF 4.0000 200.00 130.000 520 031 REMOVE GATE EA 225.0000 225.00 1.000 225 032 REMOVE TRAFFIC STRIPE LF 2.0000 56,600.00 43,255.000 86,510 (HIGH PRESSURE BLASTING) 033 REMOVE PAVEMENT MARKING SQFT 0.5000 835.00 7.000 3.50 2,074.000 1,037 (HIGH PRESSURE BLASTING) 034 REMOVE ROADSIDE SIGN EA 80.0000 1,040.00 14.000 1,120 035 REMOVE CULVERT (EA) EA 650.0000 650.00 1.000 650 036 REMOVE HEADWALL EA 350.0000 700.00 2.000 700 037 REMOVE BASE AND SURFACING CY 11.0000 9,130.00 795.000 8,745 038 RESET MAILBOX EA 500.0000 1,000.00 3.000 1,500 039 RELOCATE ROADSIDE SIGN EA 200.0000 3,600.00 2.000 400.00 18.000 3,600 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 44,820.00 9,339.000 8,405.10 49,951.400 44,956 041 REMOVE CONCRETE LF 5.0000 1,350.00 250.000 1,250 (CURB, GUTTER AND SIDEWALK) (LF) 042 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 75.0000 1,350.00 4.500 337.50 18.000 1,350 043 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 044 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 045 ROADWAY EXCAVATION CY 4.5000 293,850.00 65,300.000 293,850 046 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 047 STRUCTURE EXCAVATION (BRIDGE) CY 35.0000 19,600.00 560.000 19,600 (F) 048 STRUCTURE BACKFILL (BRIDGE) CY 95.0000 27,740.00 292.000 27,740 (F) 049 SAND BACKFILL CY 25.0000 600.00 4.000 100.00 24.000 600 PROGRAM CAS145 PAGE 3 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IMPORTED BORROW (CY) CY 10.4000 5,023,200.00 486,621.000 5,060,858 051 FIBER ROLLS LF 3.0000 87,900.00 35,042.000 105,126 052 COMPOST (INCORPORATE) SQYD 4.0000 129,200.00 35,913.000 143,652 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 2.000 1,500.00 4.000 3,000 054 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 129,800.00 1,243,290.000 136,761 (SQFT) 055 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0900 51,669.00 865,457.000 77,891 056 ROLLED EROSION CONTROL PRODUCT SQFT 0.6000 12,480.00 12,740.000 7,644.00 19,998.000 11,998 (NETTING) 057 CLASS 2 AGGREGATE BASE (CY) CY 10.0000 344,000.00 34,477.740 344,777 058 HOT MIX ASPHALT (TYPE A) TON 50.0000 775,000.00 1,518.740 75,937.00 19,226.840 961,342 059 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 45.0000 64,800.00 946.200 42,579 060 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 55.0000 391,600.00 2,817.970 154,988 061 RUBBERIZED HOT MIX ASPHALT TON 60.0000 420,600.00 6,139.730 368,383 (OPEN GRADED-WMA) 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 450.00 150.000 450 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 6,540.00 166.000 498.00 2,180.000 6,540 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 870.00 283.000 849 065 PLACE HOT MIX ASPHALT SQYD 125.0000 10,750.00 71.400 8,925.00 99.200 12,400 (MISCELLANEOUS AREA) 066 FURNISH STEEL PILING (HP 14 X 89) LF 35.0000 171,570.00 4,902.000 171,570 067 DRIVE STEEL PILE (HP 14 X 89) EA 2,350.0000 206,800.00 88.000 206,800 068 PRESTRESSING CAST-IN-PLACE CONCRETE LS 75,000.0000 75,000.00 1.000 75,000 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 350.0000 52,500.00 150.000 52,500 (F) 070 STRUCTURAL CONCRETE, BRIDGE CY 540.0000 614,520.00 1,138.000 614,520 (F) 071 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 15,360.00 3.810 4,572.00 12.780 15,336 (F) 072 JOINT SEAL (MR 1 1/2") LF 60.0000 9,000.00 150.000 9,000 073 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 319,326.00 319,326.000 319,326 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4500 82,368.75 23,875.000 82,368 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 3,581.25 23,875.000 3,581 (F) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 6,210.00 230.000 6,210 PROGRAM CAS145 PAGE 4 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 6,240.00 233.000 6,058 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,600.00 205.250 2,668 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,040.00 362.250 5,071 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,377.00 70.000 1,190 (0.063"-FRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 5,760.00 311.750 5,611 (0.080"-FRAMED) 082 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 36,100.00 38.000 36,100 (SIGN FOUNDATION) 083 ROADSIDE SIGN - ONE POST EA 185.0000 7,030.00 41.000 7,585 084 ROADSIDE SIGN (BARRIER MOUNTED) EA 850.0000 1,700.00 2.000 1,700 085 ROADSIDE SIGN - TWO POST EA 325.0000 4,225.00 13.000 4,225 086 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 7.000 700 METHOD) 087 12" ALTERNATIVE PIPE CULVERT LF 70.0000 9,100.00 127.000 8,890 088 18" ALTERNATIVE PIPE CULVERT LF 75.0000 15,750.00 83.000 6,225 089 24" ALTERNATIVE PIPE CULVERT LF 80.0000 43,200.00 540.000 43,200 090 21" REINFORCED CONCRETE PIPE LF 80.0000 3,680.00 48.000 3,840 091 6" CORRUGATED STEEL PIPE (.064" THICK) LF 40.0000 5,200.00 124.000 4,960.00 124.000 4,960 092 12" CORRUGATED STEEL PIPE (.064" THICK) LF 65.0000 7,150.00 103.000 6,695.00 103.000 6,695 093 24" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 12,000.00 6.000 600.00 6.000 600 094 12" ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 3.000 900 095 18" ALTERNATIVE FLARED END SECTION EA 350.0000 700.00 2.000 700 096 24" ALTERNATIVE FLARED END SECTION EA 450.0000 5,400.00 11.000 4,950 097 CLASS 4 CONCRETE (BACKFILL) CY 160.0000 3,840.00 15.800 2,528.00 23.800 3,808 098 ROCK SLOPE PROTECTION CY 170.0000 7,820.00 51.700 8,789 (FACING, METHOD B) (CY) 099 SLOPE PAVING (CONCRETE) CY 750.0000 52,500.00 68.000 51,000 100 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,020.00 49.400 296 101 MINOR CONCRETE (CURB) (CY) CY 350.0000 2,450.00 0.000 0 102 MISCELLANEOUS IRON AND STEEL LB 2.0000 7,200.00 1,328.000 2,656.00 3,599.000 7,198 103 FENCE (TYPE WM, METAL POST) LF 5.0000 9,950.00 59.000 295.00 1,990.000 9,950 PROGRAM CAS145 PAGE 5 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 30.0000 2,250.00 75.000 2,250 105 HIGHWAY POST MARKER EA 35.0000 70.00 2.000 70 106 METAL BEAM GUARD RAILING (WOOD POST) LF 32.0000 6,400.00 30.000 960.00 200.000 6,400 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 13,120.00 270.250 22,160 108 TUBULAR HANDRAILING LF 39.0000 19,617.00 503.000 19,617 (F) 109 TRANSITION RAILING (TYPE WB) EA 3,000.0000 6,000.00 2.000 6,000 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 2.000 1,200 111 ALTERNATIVE CRASH CUSHION EA 24,000.0000 48,000.00 2.000 48,000 112 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000 113 CONCRETE BARRIER (TYPE 60) LF 36.0000 110,160.00 182.350 6,564.60 3,052.350 109,884 114 CONCRETE BARRIER (TYPE 60GE) LF 192.0000 28,800.00 150.000 28,800 115 CONCRETE BARRIER (TYPE 60) LF 38.0000 53,200.00 100.000 3,800.00 1,400.000 53,200 (WILDLIFE PASSAGEWAY TYPE S) 116 CONCRETE BARRIER (TYPE 736) LF 95.0000 47,785.00 503.000 47,785 (F) 117 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 6,650.00 1,053.000 7,371 (ENHANCED WET NIGHT VISIBILITY) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 31,500.00 60,543.000 36,325 (ENHANCED WET NIGHT VISIBILITY) 119 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 4,284.00 2,862.000 3,434 (ENHANCED WET NIGHT VISIBILITY) 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 276.00 516.000 206 (BROKEN 12-3) (ENHANCED WET NIGHT VISIBILITY) 121 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 5,480.00 800.000 320.00 15,764.000 6,305 (BROKEN 36-12) (ENHANCED WET NIGHT VISIBILITY) 122 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 392.00 960.000 384 (BROKEN 17-7) (ENHANCED WET NIGHT VISIBILITY) 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,970.00 1,532.000 5,362 124 SIGNAL AND LIGHTING (TEMPORARY) LS 102,000.0000 102,000.00 1.000 102,000 (STAGE CONSTRUCTION 2) 125 SIGNAL AND LIGHTING (TEMPORARY) LS 109,000.0000 109,000.00 1.000 109,000 (STAGE CONSTRUCTION 3) 126 LIGHTING AND SIGN ILLUMINATION LS 244,000.0000 244,000.00 0.100 24,400.00 1.000 244,000 127 TRAFFIC MONITORING STATION LS 62,000.0000 62,000.00 0.050 3,100.00 1.000 62,000 128 REMOVE EXISTING SIGNAL SYSTEM LS 23,000.0000 23,000.00 1.000 23,000 PROGRAM CAS145 PAGE 6 DATE 09/04/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 04:09 PM ESTIMATE NO. 18 BID OPENING 09/18/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/07/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 09/04/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 196,138.50 11,588,117.33 ADJUSTMENT OF COMPENSATION 0.00 53,409.89 EXTRA WORK 150,365.45 335,735.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 346,503.95 11,977,262.69 129 MOBILIZATION LS 804,000.0000 804,000.00 1.000 804,000 ORIGINAL CONTRACT AMOUNT 12,731,958.50 TOTAL WORK COMPLETED 346,503.95 12,781,262.69 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -21,000.00 -21,000.00 TOTAL 325,503.95 12,760,262.69 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/20/12 220 04/15/13 02/13/13 08/07/14 220 150 0 0 100% 100% KNUDSON, CAMERON RESIDENT ENGINEER PROGRAM CAS145 DATE 09/04/14