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 06/18/14 EST. NO.06 TIME 04:01 PM R.E. NAME: MATYE, BENJAMIN 03-1A7324 --------------------------------------------------------------------------- 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 0005 1,912.57 E.W. @ F.A.(+) 090413 N 929468 0016 594.04 081313 N 0016 0 007 0001 -23,637.84 A.C. @ U.P.(-) 100213 N 1 0 015 0002 276.35 E.W. @ F.A.(+) 081213 N 935591 0003-2 2,988.62 081313 N 935597 DAO CORRECTING ENTRY 0003-3 -2,988.62 081313 N 935597 DAO CORRECTING ENTRY 019 0001 5,031.78 E.W. @ F.A.(+) 091713 N 30 0 0002 2,483.26 100813 N 933394 0003 5,829.57 101013 N 933408 0004 6,373.27 101113 N 933412 025 0001 6,224.77 A.C. @ L.S.(+) 060214 N 1 0 5,087.77 TOTAL THIS ESTIMATE 73,270.06 TOTAL PREVIOUS ESTIMATE 78,357.83 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 06/18/14 EST. NO.06 TIME 04:01 PM R.E. NAME: MATYE, BENJAMIN 03-1A7324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACT VIOLATIO -170,320.60 02 RTN SUBCONTRACT VIOL 170,320.60 05 SUBCONTRACT VIOLATIO -2,314.74 05 0.00 -2,314.74 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/13 -10,000.00 01 PER LTR DATED 8/13 -10,000.00 02 PER LTR DATED 9/13 -2,000.00 03 RETURN DEDUCT 7/13 10,000.00 03 PER LTR DATED 10/13 -2,000.00 04 RETURN DEDUCT 8/13 10,000.00 04 PER LTR DATED 6/14 -5,000.00 06 RETURN DEDUCT 9/13 2,000.00 06 RETURN DEDUCT 10/13 2,000.00 06 -1,000.00 -5,000.00 TOTAL DEDUCTIONS -1,000.00 -7,314.74 PROGRAM CAS145 PAGE 1 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 04:01 PM ESTIMATE NO. 06 BID OPENING 12/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 06/18/14 LOCATION RERUN PROGRESS ESTIMATE 03-ED-50-73.7/75.4 ----------------------- GRANITE CONSTRUCTION COMPANY IN EL DORADO COUNTY IN AND NEAR P O BOX 50085 SOUTH LAKE TAHOE FROM 0.1 MILE WATSONVILLE CA 950775085 SOUTH OF AIRPORT ROAD TO ROUTE 50/89 SEPARATION FED. AID NO. ACNH-P050(129) HMA CONCRETE SUFACING AND DRAINAGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 TEMPORARY FENCE (TYPE ESA) LF 2.6500 556.50 250.000 662 002 TEMPORARY ACTIVE TREATMENT SYSTEM LS 25,000.0000 25,000.00 0.000 0 003 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.150 7,500.00 0.860 43,000 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.060 120.00 0.844 1,688 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4500 14,210.00 2,525.000 6,186.25 6,439.000 15,775 006 TEMPORARY SILT FENCE LF 2.5500 13,260.00 0.000 0 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 11,100.00 0.000 0 008 TEMPORARY COVER SQYD 2.7000 4,050.00 1,536.000 4,147.20 3,930.420 10,612 009 TEMPORARY CHECK DAM LF 3.5000 840.00 84.000 294.00 152.500 533 010 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 2,700.00 6.000 540.00 28.000 2,520 011 STREET SWEEPING LS 75,000.0000 75,000.00 0.150 11,250.00 0.860 64,500 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.030 30.00 0.685 685 013 TEMPORARY HYDRAULIC MULCH SQYD 1.1800 5,900.00 0.000 0 014 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 2.000 1,000.00 10.000 5,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 625.0000 5,000.00 1.000 625 017 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.040 300.00 0.560 4,200 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.150 45,000.00 0.860 258,000 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.150 4,500.00 0.860 25,800 020 REMOVE ROADSIDE SIGN EA 75.0000 5,025.00 0.000 0 021 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 1,487.50 2,532.000 633 022 REMOVE CULVERT (LF) LF 5.0000 3,400.00 373.000 1,865.00 629.000 3,145 PROGRAM CAS145 PAGE 2 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 04:01 PM ESTIMATE NO. 06 BID OPENING 12/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 475.0000 2,375.00 4.000 1,900.00 4.000 1,900 024 REMOVE HEADWALL EA 500.0000 1,500.00 1.000 500.00 3.000 1,500 025 REMOVE BASE AND SURFACING CY 80.0000 42,400.00 104.560 8,364 026 RECONSTRUCT INLET EA 900.0000 900.00 0.000 0 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 41.0000 7,380.00 0.000 0 028 RESET ROADSIDE SIGN EA 175.0000 1,575.00 0.000 0 029 ADJUST INLET EA 1,200.0000 7,200.00 4.000 4,800 030 ADJUST VALVE BOX FRAME AND COVER TO EA 450.0000 900.00 2.000 900 GRADE 031 MODIFY INLET EA 1,800.0000 21,600.00 0.000 0 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 92,700.00 27,752.830 83,258 033 REMOVE CONCRETE CURB (LF) LF 2.0000 4,900.00 2,162.000 4,324 034 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.400 10,000.00 0.800 20,000 035 ROADWAY EXCAVATION CY 115.0000 512,900.00 142.360 16,371.40 2,608.620 299,991 036 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.850 1,275 037 SHOULDER BACKING TON 38.0000 36,100.00 0.000 0 038 SAND BEDDING CY 48.0000 2,592.00 50.680 2,432 039 IMPORTED BORROW (CY) CY 58.0000 38,280.00 0.000 0 040 MULCH CY 70.0000 6,020.00 133.400 9,338 041 EROSION CONTROL (COMPOST BLANKET) CY 65.0000 35,750.00 105.720 6,871 042 COMPOST (INCORPORATE) SQYD 3.6000 34,128.00 0.000 0 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 2,400.00 0.000 0 044 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 11,102.00 0.000 0 045 ROLLED EROSION CONTROL PRODUCT SQFT 0.3500 1,214.50 979.000 342 (NETTING) 046 ROCK STAIN SQFT 0.4500 2,146.50 0.000 0 047 BOULDER PLACEMENT LS 18,000.0000 18,000.00 0.000 0 048 CLASS 2 AGGREGATE BASE (CY) CY 51.0000 163,710.00 118.250 6,030.75 1,599.650 81,582 049 HOT MIX ASPHALT TON 115.0000 1,345,500.00 5,368.720 617,402 PROGRAM CAS145 PAGE 3 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 04:01 PM ESTIMATE NO. 06 BID OPENING 12/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DATA CORE LS 1,120.0000 1,120.00 0.500 560 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 200.75 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 2,883.50 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6500 244.55 0.000 0 054 PLACE HOT MIX ASPHALT SQYD 3.0000 16,170.00 3,498.600 10,495 (MISCELLANEOUS AREA) 055 TACK COAT TON 2,800.0000 30,800.00 6.260 17,528 056 MINOR CONCRETE (MINOR STRUCTURE) CY 4,200.0000 268,800.00 19.450 81,690.00 56.075 235,515 (F) 057 MINOR CONCRETE (BACKFILL) CY 120.0000 4,800.00 40.000 4,800 (F) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 10,710.00 0.000 0 (0.063"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 440.00 0.000 0 (0.080"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 500.00 0.000 0 (0.063"-FRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 2,366.00 0.000 0 (0.080"-FRAMED) 062 ROADSIDE SIGN - ONE POST EA 237.0000 17,301.00 0.000 0 063 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 0.000 0 064 8" PLASTIC PIPE LF 80.0000 8,800.00 104.000 8,320 065 12" PLASTIC PIPE LF 82.0000 9,840.00 4.000 328.00 14.000 1,148 066 18" PLASTIC PIPE LF 88.0000 33,440.00 138.000 12,144.00 175.000 15,400 067 24" PLASTIC PIPE LF 96.0000 52,800.00 245.500 23,568.00 419.000 40,224 068 28" X 20" CORRUGATED STEEL PIPE ARCH LF 118.0000 10,384.00 87.000 10,266 (.109" THICK) 069 12" PERFORATED PLASTIC PIPE LF 90.0000 70,200.00 735.000 66,150 070 18" PERFORATED PLASTIC PIPE LF 130.0000 19,500.00 138.300 17,979 071 CLASS 1 PERMEABLE MATERIAL CY 85.0000 29,750.00 2.310 196.35 287.820 24,464 072 CLASS 2 PERMEABLE MATERIAL CY 84.0000 4,536.00 50.680 4,257 073 36" CORRUGATED STEEL PIPE INLET LF 600.0000 10,800.00 12.000 7,200.00 24.000 14,400 (.109" THICK) 074 ROCK SLOPE PROTECTION CY 122.0000 5,856.00 0.000 0 (1/2 T, METHOD A) (CY) 075 ROCK SLOPE PROTECTION CY 122.0000 30,500.00 0.000 0 (1/4 T, METHOD B) (CY) 076 ROCK SLOPE PROTECTION CY 122.0000 2,928.00 22.760 2,776 (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 04:01 PM ESTIMATE NO. 06 BID OPENING 12/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK SLOPE PROTECTION CY 122.0000 6,588.00 229.900 28,047 (FACING, METHOD B) (CY) 078 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 130.0000 2,600.00 0.000 0 (CY) 079 FILTER FABRIC SQYD 2.5000 1,500.00 47.100 117.75 1,383.890 3,459 080 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,520.00 611.500 1,223 081 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 6,840.00 3.940 709.20 7.010 1,261 CONSTRUCTION) 082 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 137,500.00 287.850 71,962 083 MINOR CONCRETE (DRIVEWAY) CY 200.0000 50,000.00 240.140 48,028 084 MINOR CONCRETE (CURB RAMP) CY 280.0000 5,880.00 18.940 5,303 085 MISCELLANEOUS IRON AND STEEL LB 2.5000 24,732.50 2,342.000 5,855.00 6,357.000 15,892 (F) 086 SPLIT RAIL FENCE LF 55.0000 9,900.00 0.000 0 087 DELINEATOR (CLASS 2) EA 55.0000 2,970.00 0.000 0 088 HIGHWAY POST MARKER EA 48.0000 48.00 0.000 0 089 MARKER (CULVERT) EA 48.0000 768.00 0.000 0 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 15,550.00 0.000 0 (RECESSED) 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 3,120.00 0.000 0 (RECESSED) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 750.00 0.000 0 (RECESSED, BROKEN 8-4) 093 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 6,500.00 0.000 0 (RECESSED) 094 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,420.00 0.000 0 (RECESSED, BROKEN 12-3) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,520.00 0.000 0 (RECESSED, BROKEN 36-12) 096 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 12,360.00 0.000 0 (RECESSED) (BROKEN 17-7) 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 61,400.00 0.000 0 (RECESSED) 098 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 10.0000 15,400.00 0.000 0 099 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.150 1,500.00 0.860 8,600 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 06/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 04:01 PM ESTIMATE NO. 06 BID OPENING 12/04/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/16/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 06/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 252,842.90 2,241,726.43 ADJUSTMENT OF COMPENSATION -17,413.07 -14,408.07 EXTRA WORK 22,500.84 92,765.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 257,930.67 2,320,084.26 100 MOBILIZATION LS 371,784.7000 371,784.70 0.050 18,589.24 1.000 371,784 ORIGINAL CONTRACT AMOUNT 4,391,623.00 TOTAL WORK COMPLETED 276,519.91 2,691,868.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -7,314.74 TOTAL 275,519.91 2,684,554.22 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 04/18/13 100 06/12/13 06/12/13 07/29/14 86 165 16 0 58% 74% PROGRESS IS SATISFACTORY MATYE, BENJAMIN RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/14