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 10/29/14 EST. NO.11 TIME 10:53 AM 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 0032 739.62 E.W. @ F.A.(+) 061114 N 003108 0046 776.80 062714 N 020443 0081 245.24 071514 N 235550 0082 1,395.56 073014 N 036085 0083 5,495.86 083014 N 083014 0087 22,648.51 082514 N 102814 034 0002 625.72 E.W. @ F.A.(+) 060414 N 060414 31,927.31 TOTAL THIS ESTIMATE 413,138.16 TOTAL PREVIOUS ESTIMATE 445,065.47 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 10/29/14 EST. NO.11 TIME 10:53 AM R.E. NAME: MATYE, BENJAMIN 03-1A7324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FNL CEM4401 -10,000.00 10 RECEIVED FNL CEM4401 10,000.00 11 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY SUBCONTRACT VIOLATIO -170,320.60 02 RTN SUBCONTRACT VIOL 170,320.60 05 SUBCONTRACT VIOLATIO -2,314.74 05 RTN SUBCONTRACT VIOL 2,314.74 07 SUBCONTRACT EST 7 -15,279.91 07 MISSING CEM2402F -10,000.00 10 RTN SUBCONTRACT EST7 15,279.91 10 SUBCONTRACT EST9 -41,888.66 10 0.00 -51,888.66 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 PER LTR DATED 7/14 -10,000.00 07 PER LTR DATED 8/14 -5,000.00 08 CERTIFIED PAYROLLS -5,000.00 10 RETURN DEDUCT 6/14 5,000.00 10 0.00 -20,000.00 TOTAL DEDUCTIONS 10,000.00 -71,888.66 PROGRAM CAS145 PAGE 1 DATE 10/29/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 10:53 AM ESTIMATE NO. 11 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 09/18/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 10/29/14 LOCATION SEMI-FINAL 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 1.000 50,000 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.4500 14,210.00 7,439.000 18,225 006 TEMPORARY SILT FENCE LF 2.5500 13,260.00 939.000 2,394 007 TEMPORARY CONSTRUCTION ENTRANCE EA 3,700.0000 11,100.00 3.000 11,100 008 TEMPORARY COVER SQYD 2.7000 4,050.00 4,658.720 12,578 009 TEMPORARY CHECK DAM LF 3.5000 840.00 207.000 724 010 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 2,700.00 30.000 2,700 011 STREET SWEEPING LS 75,000.0000 75,000.00 1.000 75,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 1.000 1,000 013 TEMPORARY HYDRAULIC MULCH SQYD 1.1800 5,900.00 4,764.200 5,621 014 RAIN EVENT ACTION PLAN EA 500.0000 5,000.00 13.000 6,500 015 STORM WATER ANNUAL REPORT EA 2,000.0000 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 1.000 7,500 018 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 019 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 1.000 30,000 020 REMOVE ROADSIDE SIGN EA 75.0000 5,025.00 3.000 225.00 69.000 5,175 021 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 1,487.50 2,262.000 565.50 5,950.000 1,487 022 REMOVE CULVERT (LF) LF 5.0000 3,400.00 691.000 3,455 PROGRAM CAS145 PAGE 2 DATE 10/29/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 10:53 AM ESTIMATE NO. 11 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 09/18/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 10/29/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 2,375 024 REMOVE HEADWALL EA 500.0000 1,500.00 3.000 1,500 025 REMOVE BASE AND SURFACING CY 80.0000 42,400.00 298.760 23,900 026 RECONSTRUCT INLET EA 900.0000 900.00 1.000 900 027 RECONSTRUCT METAL BEAM GUARD RAILING LF 41.0000 7,380.00 206.000 8,446 028 RESET ROADSIDE SIGN EA 175.0000 1,575.00 8.000 1,400 029 ADJUST INLET EA 1,200.0000 7,200.00 6.000 7,200 030 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 12.000 21,600 032 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 92,700.00 31,996.330 95,988 033 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 1.000 25,000 035 ROADWAY EXCAVATION CY 115.0000 512,900.00 4,308.720 495,502 036 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 037 SHOULDER BACKING TON 38.0000 36,100.00 456.740 17,356 038 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 35,750.00 282.120 18,337 042 COMPOST (INCORPORATE) SQYD 3.6000 34,128.00 5,346.020 19,245 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 2,400.00 4.000 2,400 044 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 11,102.00 66,069.000 8,588 045 ROLLED EROSION CONTROL PRODUCT SQFT 0.3500 1,214.50 5,865.500 2,052 (NETTING) 046 ROCK STAIN SQFT 0.4500 2,146.50 4,765.000 2,144 047 BOULDER PLACEMENT LS 18,000.0000 18,000.00 1.000 18,000 048 CLASS 2 AGGREGATE BASE (CY) CY 51.0000 163,710.00 2,800.380 142,819 049 HOT MIX ASPHALT TON 115.0000 1,345,500.00 10,462.420 1,203,178 PROGRAM CAS145 PAGE 3 DATE 10/29/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 10:53 AM ESTIMATE NO. 11 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 09/18/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 10/29/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,120 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6500 200.75 102.000 372 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.6500 2,883.50 841.000 3,069 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6500 244.55 82.000 299 054 PLACE HOT MIX ASPHALT SQYD 3.0000 16,170.00 4,494.650 13,483 (MISCELLANEOUS AREA) 055 TACK COAT TON 2,800.0000 30,800.00 1.140 3,192.00 12.780 35,784 056 MINOR CONCRETE (MINOR STRUCTURE) CY 4,200.0000 268,800.00 62.990 264,558 (F) 057 MINOR CONCRETE (BACKFILL) CY 120.0000 4,800.00 67.000 8,040 (F) 058 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 10,710.00 1.500 31.50 494.810 10,391 (0.063"-UNFRAMED) 059 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 440.00 19.920 438 (0.080"-UNFRAMED) 060 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 500.00 19.250 481 (0.063"-FRAMED) 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 26.0000 2,366.00 90.500 2,353 (0.080"-FRAMED) 062 ROADSIDE SIGN - ONE POST EA 237.0000 17,301.00 1.000 237.00 73.000 17,301 063 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 3.000 1,500 064 8" PLASTIC PIPE LF 80.0000 8,800.00 104.000 8,320 065 12" PLASTIC PIPE LF 82.0000 9,840.00 103.000 8,446 066 18" PLASTIC PIPE LF 88.0000 33,440.00 175.000 15,400 067 24" PLASTIC PIPE LF 96.0000 52,800.00 541.000 51,936 068 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 29,750.00 288.040 24,483 072 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 30.000 18,000 (.109" THICK) 074 ROCK SLOPE PROTECTION CY 122.0000 5,856.00 48.000 5,856 (1/2 T, METHOD A) (CY) 075 ROCK SLOPE PROTECTION CY 122.0000 30,500.00 318.900 38,905 (1/4 T, METHOD B) (CY) 076 ROCK SLOPE PROTECTION CY 122.0000 2,928.00 26.660 3,252 (LIGHT, METHOD B) (CY) PROGRAM CAS145 PAGE 4 DATE 10/29/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 10:53 AM ESTIMATE NO. 11 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 09/18/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 10/29/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,588.00 241.900 29,511 (FACING, METHOD B) (CY) 078 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 130.0000 2,600.00 22.220 2,888 (CY) 079 FILTER FABRIC SQYD 2.5000 1,500.00 1,386.330 3,465 080 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,520.00 1,323.400 2,646 081 MINOR CONCRETE (MISCELLANEOUS CY 180.0000 6,840.00 49.960 8,992 CONSTRUCTION) 082 MINOR CONCRETE (CURB AND GUTTER) CY 250.0000 137,500.00 522.140 130,535 083 MINOR CONCRETE (DRIVEWAY) CY 200.0000 50,000.00 240.140 48,028 084 MINOR CONCRETE (CURB RAMP) CY 280.0000 5,880.00 20.580 5,762 085 MISCELLANEOUS IRON AND STEEL LB 2.5000 24,732.50 9,415.000 23,537 (F) 086 SPLIT RAIL FENCE LF 55.0000 9,900.00 20.000 1,100.00 173.000 9,515 087 DELINEATOR (CLASS 2) EA 55.0000 2,970.00 1.000 55.00 54.000 2,970 088 HIGHWAY POST MARKER EA 48.0000 48.00 1.000 48 089 MARKER (CULVERT) EA 48.0000 768.00 16.000 768 090 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 15,550.00 6,223.000 15,557 (RECESSED) 091 8" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 3,120.00 842.100 2,526 (RECESSED) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 750.00 400.000 1,000 (RECESSED, BROKEN 8-4) 093 THERMOPLASTIC PAVEMENT MARKING SQFT 13.0000 6,500.00 425.200 5,527 (RECESSED) 094 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,420.00 877.000 1,754 (RECESSED, BROKEN 12-3) 095 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,520.00 4,802.000 9,604 (RECESSED, BROKEN 36-12) 096 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 12,360.00 6,151.000 12,302 (RECESSED) (BROKEN 17-7) 097 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 61,400.00 29,772.000 59,544 (RECESSED) 098 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 10.0000 15,400.00 1,380.000 13,800 099 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 5 DATE 10/29/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A7324 TIME 10:53 AM ESTIMATE NO. 11 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 09/18/14 R.E. NAME: MATYE, BENJAMIN DATE OF THIS ESTIMATE 10/29/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,406.00 3,707,910.12 ADJUSTMENT OF COMPENSATION 0.00 -849.60 EXTRA WORK 31,927.31 445,915.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 37,333.31 4,152,975.59 100 MOBILIZATION LS 371,784.7000 371,784.70 1.000 371,784 ORIGINAL CONTRACT AMOUNT 4,391,623.00 TOTAL WORK COMPLETED 37,333.31 4,524,760.29 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -71,888.66 TOTAL 47,333.31 4,452,871.63 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 04/18/13 100 06/12/13 06/12/13 09/18/14 134 183 34 0 100% 100% MATYE, BENJAMIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/29/14