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 05/28/14 EST. NO.15 TIME 10:28 AM 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 --------------------------------------------------------------------------- 005 0001 38,142.50 E.W. @ L.S.(+) 042914 N 36 0 010 0001 8,800.00 E.W. @ L.S.(+) 082013 N 35 0 46,942.50 TOTAL THIS ESTIMATE 169,441.73 TOTAL PREVIOUS ESTIMATE 216,384.23 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 05/28/14 EST. NO.15 TIME 10:28 AM R.E. NAME: KNUDSON, CAMERON 03-1A4644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 4,000.00 0.00 TOTAL DEDUCTIONS 4,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 LOCATION RERUN PROGRESS ESTIMATE 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 0.750 4,500 002 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.127 2,540.00 0.790 15,800 003 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.025 62.50 0.759 1,897 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 1.000 175.00 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 0.127 2,540.00 0.799 15,980 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.050 250.00 0.950 4,750 014 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 6.000 3,000.00 12.000 6,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 7,750.00 5.000 1,250.00 5.000 1,250 018 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 440,000.00 24.000 48,000.00 176.000 352,000 019 CONSTRUCTION AREA SIGNS LS 10,600.0000 10,600.00 0.025 265.00 0.854 9,052 020 TRAFFIC CONTROL SYSTEM LS 30,000.0000 30,000.00 0.130 3,900.00 0.710 21,300 021 TYPE III BARRICADE EA 70.0000 4,550.00 1.530 107.10 63.370 4,435 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,560.00 220.000 440.00 2,343.000 4,686 PROGRAM CAS145 PAGE 2 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,530.000 535.50 39,066.000 13,673 024 TRAFFIC PLASTIC DRUM EA 105.0000 13,650.00 96.800 10,164 025 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 38.400 1,344 027 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.130 1,950.00 0.810 12,150 028 ABANDON CULVERT (EA) EA 800.0000 1,600.00 2.000 1,600 029 OBLITERATE SURFACING SQYD 2.7000 37,800.00 13,285.000 35,869 030 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 17,120.000 34,240.00 43,255.000 86,510 (HIGH PRESSURE BLASTING) 033 REMOVE PAVEMENT MARKING SQFT 0.5000 835.00 837.000 418.50 2,067.000 1,033 (HIGH PRESSURE BLASTING) 034 REMOVE ROADSIDE SIGN EA 80.0000 1,040.00 11.000 880 035 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 16.000 3,200 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 44,820.00 0.000 0 041 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 13.500 1,012 043 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 20.000 500 PROGRAM CAS145 PAGE 3 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,974.000 83,922 052 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 0.000 0 054 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 51,669.00 598,657.000 53,879 056 ROLLED EROSION CONTROL PRODUCT SQFT 0.6000 12,480.00 7,258.000 4,354 (NETTING) 057 CLASS 2 AGGREGATE BASE (CY) CY 10.0000 344,000.00 1,457.740 14,577.40 34,477.740 344,777 058 HOT MIX ASPHALT (TYPE A) TON 50.0000 775,000.00 1,555.970 77,798.50 17,708.100 885,405 059 HOT MIX ASPHALT (TEXTURED PAVING) SQYD 45.0000 64,800.00 0.000 0 060 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 0.000 0 (OPEN GRADED-WMA) 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 450.00 75.000 225.00 75.000 225 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 6,540.00 1,014.000 3,042 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 870.00 283.000 849.00 283.000 849 065 PLACE HOT MIX ASPHALT SQYD 125.0000 10,750.00 27.800 3,475 (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 16.000 8,640.00 1,138.000 614,520 (F) 071 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 15,360.00 1.900 2,280.00 8.970 10,764 (F) 072 JOINT SEAL (MR 1 1/2") LF 60.0000 9,000.00 150.000 9,000.00 150.000 9,000 073 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 319,326.00 -47,022.000 -47,022.00 319,326.000 319,326 (F) 074 FURNISH SIGN STRUCTURE (TRUSS) LB 3.4500 82,368.75 0.000 0 (F) 075 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 3,581.25 0.000 0 (F) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.0000 6,210.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,058.00 233.000 6,058 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,600.00 128.710 1,673.23 128.710 1,673 (0.063"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 5,040.00 259.250 3,629.50 259.250 3,629 (0.080"-UNFRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 1,377.00 52.000 884.00 52.000 884 (0.063"-FRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 5,760.00 242.500 4,365.00 242.500 4,365 (0.080"-FRAMED) 082 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 950.0000 36,100.00 0.000 0 (SIGN FOUNDATION) 083 ROADSIDE SIGN - ONE POST EA 185.0000 7,030.00 32.000 5,920.00 32.000 5,920 084 ROADSIDE SIGN (BARRIER MOUNTED) EA 850.0000 1,700.00 0.000 0 085 ROADSIDE SIGN - TWO POST EA 325.0000 4,225.00 11.000 3,575.00 11.000 3,575 086 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 3.000 300.00 3.000 300 METHOD) 087 12" ALTERNATIVE PIPE CULVERT LF 70.0000 9,100.00 58.000 4,060.00 127.000 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 0.000 0 092 12" CORRUGATED STEEL PIPE (.064" THICK) LF 65.0000 7,150.00 0.000 0 093 24" CORRUGATED STEEL PIPE (.064" THICK) LF 100.0000 12,000.00 0.000 0 094 12" ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 1.000 300.00 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 8.000 1,280 098 ROCK SLOPE PROTECTION CY 170.0000 7,820.00 2.500 425.00 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 7,200.00 478.000 956.00 2,271.000 4,542 103 FENCE (TYPE WM, METAL POST) LF 5.0000 9,950.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 HIGHWAY POST MARKER EA 35.0000 70.00 0.000 0 106 METAL BEAM GUARD RAILING (WOOD POST) LF 32.0000 6,400.00 0.000 0 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.0000 13,120.00 130.250 10,680.50 130.250 10,680 108 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 0.000 0 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 0.000 0 111 ALTERNATIVE CRASH CUSHION EA 24,000.0000 48,000.00 0.000 0 112 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 0.000 0 113 CONCRETE BARRIER (TYPE 60) LF 36.0000 110,160.00 70.000 2,520 114 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 0.000 0 (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 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 31,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 119 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 4,284.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 276.00 0.000 0 (BROKEN 12-3) (ENHANCED WET NIGHT VISIBILITY) 121 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 5,480.00 0.000 0 (BROKEN 36-12) (ENHANCED WET NIGHT VISIBILITY) 122 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 392.00 0.000 0 (BROKEN 17-7) (ENHANCED WET NIGHT VISIBILITY) 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 4,970.00 0.000 0 124 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 0.060 6,540.00 1.000 109,000 (STAGE CONSTRUCTION 3) 126 LIGHTING AND SIGN ILLUMINATION LS 244,000.0000 244,000.00 0.162 39,528.00 0.750 183,000 127 TRAFFIC MONITORING STATION LS 62,000.0000 62,000.00 0.437 27,094.00 0.950 58,900 128 REMOVE EXISTING SIGNAL SYSTEM LS 23,000.0000 23,000.00 1.000 23,000 PROGRAM CAS145 PAGE 6 DATE 05/28/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4644 TIME 10:28 AM ESTIMATE NO. 15 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 05/21/14 R.E. NAME: KNUDSON, CAMERON DATE OF THIS ESTIMATE 05/28/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 282,409.73 10,332,215.85 ADJUSTMENT OF COMPENSATION 0.00 34,084.89 EXTRA WORK 46,942.50 182,299.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 329,352.23 10,548,600.08 129 MOBILIZATION LS 804,000.0000 804,000.00 1.000 804,000 ORIGINAL CONTRACT AMOUNT 12,731,958.50 TOTAL WORK COMPLETED 329,352.23 11,352,600.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,000.00 0.00 TOTAL 333,352.23 11,352,600.08 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 12/20/12 220 04/15/13 02/13/13 07/24/14 176 140 0 0 85% 80% PROGRESS IS SATISFACTORY *** SUSPENDED ON 11/21/13. KNUDSON, CAMERON RESIDENT ENGINEER PROGRAM CAS145 DATE 05/28/14