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 11/24/14 EST. NO. 021 TIME 09:32 AM R.E. NAME: ZIMMERER, JEFFREY 01-423704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0001 8,250.00 E.W. @ L.S.(+) 100914 N 001 0 8,250.00 TOTAL THIS ESTIMATE 177,550.93 TOTAL PREVIOUS ESTIMATE 185,800.93 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 11/24/14 EST. NO. 021 TIME 09:32 AM R.E. NAME: ZIMMERER, JEFFREY 01-423704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/13 -5,000.00 003 PER LTR DATED 7/13 -10,000.00 005 PER LTR DATED 8/13 -7,000.00 006 RETURN DEDUCT 5/13 5,000.00 006 RETURN DEDUCT 7/13 10,000.00 006 PER LTR DATED 9/13 -7,000.00 007 PER LTR DATED 10/13 -5,000.00 008 PER LTR DATED 11/13 -10,000.00 009 RETURN DEDUCT 8/13 7,000.00 009 PER LTR DATED 12/13 -5,000.00 010 PER LTR DATED 2/14 -5,000.00 012 RETURN DEDUCT 9/13 7,000.00 012 PER LTR DATED 5/14 -5,000.00 015 RETURN DEDUCT 12/13 5,000.00 015 RETURN DEDUCT 2/14 5,000.00 015 PER LTR DATED 6/14 -2,000.00 016 RETURN DEDUCT 10/13 5,000.00 016 RETURN DEDUCT 11/13 10,000.00 016 PER LTR DATED 8/14 -1,000.00 018 RETURN DEDUCT 5/14 5,000.00 018 RETURN DEDUCT 6/14 2,000.00 018 RETURN DEDUCT 8/14 1,000.00 019 PER LTR DATED 10/14 -5,000.00 020 PER LTR DATED 11/14 -5,000.00 021 -5,000.00 -10,000.00 TOTAL DEDUCTIONS -5,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-423704 TIME 09:32 AM ESTIMATE NO. 021 BID OPENING 11/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/14 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 11/24/14 LOCATION PROGRESS ESTIMATE 01-HUM-299-20.2/20.5 ----------------- MERCER FRASER COMPANY IN HUMBOLDT COUNTY ABOUT 14 MILES P O BOX 1006 EAST OF BLUE LAKE FROM 0.2 TO 0.5 EUREKA CA 955021006 MI WEST OF CHEZEM ROAD #6L200 FED. AID NO. NH-P299(173) RECONSTRUCT ROADWAY WITH HMA ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.930 4,650 002 TEMPORARY REINFORCED SILT FENCE LF 8.0000 8,480.00 1,000.000 8,000 003 TEMPORARY FENCE (TYPE ESA) LF 1.0000 1,320.00 1,320.000 1,320 004 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.930 9,300 005 PREPARE STORM WATER POLLUTION LS 900.0000 900.00 0.800 720 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL BLANKET SQYD 5.0000 800.00 1,325.000 6,625 007 TEMPORARY FIBER ROLL LF 5.0000 2,050.00 42.000 210 008 TEMPORARY SILT FENCE LF 6.0000 3,600.00 2,080.000 12,480 009 TEMPORARY GRAVEL BAG BERM LF 12.0000 12,000.00 258.000 3,096 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 14,800.00 2.000 7,400 011 TEMPORARY COVER SQYD 1.5000 6,105.00 16,081.900 24,122 012 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 675.00 1.000 225 013 STREET SWEEPING LS 5,500.0000 5,500.00 1.000 5,500 014 TEMPORARY CONCRETE WASHOUT BIN EA 6,000.0000 36,000.00 6.000 36,000 015 RAIN EVENT ACTION PLAN EA 500.0000 33,000.00 1.000 500.00 20.000 10,000 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 12,000.00 20.000 8,000 018 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 250,000.00 4.000 4,000.00 249.000 249,000 019 CONSTRUCTION AREA SIGNS LS 2,700.0000 2,700.00 1.000 2,700 020 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 021 TYPE III BARRICADE EA 120.0000 720.00 6.000 720 022 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 1,320.00 180.000 1,080 PROGRAM CAS145 PAGE 2 DATE 11/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-423704 TIME 09:32 AM ESTIMATE NO. 021 BID OPENING 11/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/14 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 11/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 3,925.00 6,968.000 8,710 024 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 6,300.00 187.000 6,545 025 TRAFFIC PLASTIC DRUM EA 15.0000 1,320.00 90.000 1,350 026 TEMPORARY SIGNAL SYSTEM LS 105,000.0000 105,000.00 1.000 105,000 027 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 8,500.0000 17,000.00 2.000 17,000 028 TEMPORARY RAILING (TYPE K) LF 14.0000 24,500.00 1,800.000 25,200 029 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 15,000.00 4.000 20,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2500 11,310.00 1,848.000 6,006 STRIPE (HAZARDOUS WASTE) 031 ABANDON CULVERT (EA) EA 3,200.0000 3,200.00 1.000 3,200 032 ABANDON INLET EA 650.0000 650.00 1.000 650 033 REMOVE PAINTED TRAFFIC STRIPE LF 1.2500 2,375.00 2,285.000 2,856 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 2,675.00 1,814.000 2,267 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 1,800.00 126.000 756 036 REMOVE PAVEMENT MARKER EA 2.0000 400.00 0.000 0 037 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 10.000 1,000 038 RESET ROADSIDE SIGN EA 150.0000 1,050.00 7.000 1,050 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 18,720.00 1,744.000 15,696 040 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 1.000 30,000 041 ROADWAY EXCAVATION CY 22.0000 728,200.00 33,253.500 731,577 042 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 043 SHOULDER BACKING TON 60.0000 9,600.00 367.000 22,020 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 45.0000 54,900.00 1,187.800 53,451 (F) 045 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 48.0000 22,752.00 474.000 22,752 (F) 046 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 575.0000 359,375.00 625.000 359,375 (F) 047 LEAN CONCRETE BACKFILL CY 320.0000 243,200.00 760.000 243,200 (F) 048 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 18,000.00 250.000 18,750 049 FIBER ROLLS LF 4.0000 11,720.00 5,548.000 22,192 PROGRAM CAS145 PAGE 3 DATE 11/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-423704 TIME 09:32 AM ESTIMATE NO. 021 BID OPENING 11/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/14 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 11/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 3,600.00 0.000 0 051 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.2200 13,994.20 0.000 0 052 WEED CONTROL MAT (FIBER) SQYD 125.0000 10,500.00 146.800 18,350 053 CLASS 2 AGGREGATE BASE (CY) CY 37.0000 129,500.00 3,500.000 129,500.00 3,575.000 132,275 054 HOT MIX ASPHALT (TYPE A) TON 135.0000 417,150.00 3,360.820 453,710 055 HOT MIX ASPHALT (OPEN GRADED) TON 165.0000 123,750.00 574.380 94,772 056 SHOULDER RUMBLE STRIP STA 80.0000 2,960.00 38.000 3,040 (HMA,GROUND-IN INDENTATIONS) 057 CENTERLINE RUMBLE STRIP STA 80.0000 1,920.00 24.000 1,920 (HMA, GROUND-IN INDENTATIONS) 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.6000 4,256.00 960.000 5,376 059 TACK COAT TON 1,100.0000 42,900.00 17.300 19,030 060 GROUND ANCHOR (VERTICAL) EA 5,100.0000 2,045,100.00 401.000 2,045,100 061 STEEL SOLDIER PILE (HP 14 X 89) LF 75.0000 569,850.00 7,628.000 572,100 062 30" DRILLED HOLE LF 51.0000 387,498.00 7,897.400 402,767 063 STRUCTURAL CONCRETE, RETAINING WALL CY 680.0000 465,800.00 685.000 465,800 (F) 064 STRUCTURAL CONCRETE, BARRIER SLAB CY 425.0000 186,575.00 439.000 186,575 (F) 065 MINOR CONCRETE CY 1,300.0000 5,590.00 2.290 2,977 (F) 066 MINOR CONCRETE (MINOR STRUCTURE) CY 500.0000 250.00 0.500 250 (F) 067 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 265,309.00 241,190.000 265,309 (F) 068 BAR REINFORCING STEEL (EPOXY COATED) LB 1.7500 115,237.50 65,850.000 115,237 (F) (BRIDGE) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 101.750 1,526.25 101.750 1,526 (0.063"-UNFRAMED) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 306.00 18.000 306.00 18.000 306 (0.080"-UNFRAMED) 071 ROADSIDE SIGN - ONE POST EA 325.0000 3,575.00 11.000 3,575 072 TIMBER LAGGING MFBM 3,200.0000 627,200.00 191.300 612,160 (F) 073 CLEAN AND PAINT STEEL SOLDIER PILING LS 230,000.0000 230,000.00 1.000 230,000 074 24" ALTERNATIVE PIPE CULVERT LF 150.0000 7,950.00 46.000 6,900 075 30" ALTERNATIVE PIPE CULVERT LF 300.0000 24,000.00 80.000 24,000 076 12" PERFORATED STEEL PIPE UNDERDRAIN LF 100.0000 104,000.00 1,001.000 100,100 (.079" THICK) PROGRAM CAS145 PAGE 4 DATE 11/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-423704 TIME 09:32 AM ESTIMATE NO. 021 BID OPENING 11/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/14 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 11/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" CORRUGATED STEEL PIPE RISER LF 350.0000 2,450.00 7.000 2,450 (.109" THICK) 078 12" WELDED STEEL PIPE, JACKED LF 340.0000 85,000.00 260.000 88,400 (.250' THICK) 079 ROCK SLOPE PROTECTION CY 150.0000 2,700.00 18.000 2,700 (1/4 T, METHOD B) (CY) 080 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 200.0000 800.00 13.000 2,600 (CY) 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 138.00 0.000 0 082 MISCELLANEOUS IRON AND STEEL LB 5.0000 3,570.00 239.000 1,195 (F) 083 DELINEATOR (CLASS 1) EA 65.0000 780.00 12.000 780 084 METAL MARKER POST EA 65.0000 130.00 0.000 0 085 HIGHWAY POST MARKER EA 65.0000 65.00 1.000 65 086 UNDERDRAIN MARKER EA 75.0000 375.00 0.000 0 087 MARKER (CULVERT) EA 55.0000 110.00 2.000 110 088 CONCRETE BARRIER DELINEATOR (16") EA 60.0000 420.00 0.000 0 089 OBJECT MARKER (TYPE L-1) EA 55.0000 110.00 0.000 0 090 TUBULAR BICYCLE RAILING LF 80.0000 76,800.00 960.000 76,800 (F) 091 TRANSITION RAILING (TYPE WB) EA 3,200.0000 12,800.00 4.000 12,800 092 END CAP (TYPE TC) EA 220.0000 880.00 4.000 880 093 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 9,600.00 4.000 9,600 094 CONCRETE BARRIER (TYPE 732) LF 130.0000 124,800.00 960.000 124,800 (F) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,430.00 9,635.000 9,635 096 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 1,950.00 126.000 1,890 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 300.00 250.000 250 (BROKEN 12-3) 098 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,260.00 2,260.000 2,260 (BROKEN 36-12) 099 PAVEMENT MARKER EA 15.0000 3,600.00 253.000 3,795 (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 5 DATE 11/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-423704 TIME 09:32 AM ESTIMATE NO. 021 BID OPENING 11/14/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/18/14 R.E. NAME: ZIMMERER, JEFFREY DATE OF THIS ESTIMATE 11/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 135,832.25 8,321,420.15 ADJUSTMENT OF COMPENSATION 0.00 36,964.35 EXTRA WORK 8,250.00 148,836.58 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 144,082.25 8,507,221.08 100 MOBILIZATION LS 375,000.0000 375,000.00 1.000 375,000 ORIGINAL CONTRACT AMOUNT 8,711,030.70 TOTAL WORK COMPLETED 144,082.25 8,882,221.08 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -10,000.00 TOTAL 139,082.25 8,872,221.08 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 01/10/13 250 04/02/13 02/19/13 12/31/14 249 188 0 0 97% 100% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/30/14. ZIMMERER, JEFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/24/14