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 11/23/16 EST. NO. 011 TIME 11:08 AM R.E. NAME: NORRIS, AMY 05-1F69U4 --------------------------------------------------------------------------- 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 0060 1,329.99 E.W. @ F.A.(+) 080816 Y 0140.0 0062 349.28 081516 Y 0142.0 005 0010 4,676.46 E.W. @ F.A.(+) 071716 Y 0139.0 016 0002 1,631.99 E.W. @ F.A.(+) 080416 Y 0135.0 7,987.72 TOTAL THIS ESTIMATE 881,252.90 TOTAL PREVIOUS ESTIMATE 889,240.62 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 11/23/16 EST. NO. 011 TIME 11:08 AM R.E. NAME: NORRIS, AMY 05-1F69U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DISP RES TESTIN HMA -1,080.00 009 METS ELEC POLE INSP -1,000.00 009 FAILED STARTUP -8,926.86 010 REDUCES PAY FACTOR -27,043.75 010 0.00 -38,050.61 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 008 RECD PAYROLLS 5,000.00 009 MISS PAYROLLS -5,000.00 011 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -43,050.61 PROGRAM CAS145 PAGE 1 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 LOCATION PROGRESS ESTIMATE 05-MON-101-55.2/73.8 ----------------- GRANITE ROCK COMPANY IN MONTEREY COUNTY IN AND NEAR 120 GRANITE ROCK WAY SOLEDAD FROM 0.4 MILE NORTH OF SAN JOSE, CA 95136 NORTH GREENFIELD OVERCROSSING TO 1.2 MILES NORTH OF NORTH GONZALES OVERCROSSING. FED. AID NO. NHP-Q101(276)E PAVEMENT PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,700.0000 2,700.00 1.000 2,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.050 250.00 0.950 4,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 570,000.00 21.000 63,000.00 147.000 441,000 004 CONSTRUCTION AREA SIGNS LS 34,600.0000 34,600.00 0.900 31,140 005 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.100 50,000.00 0.950 475,000 006 TYPE III BARRICADE EA 55.0000 1,100.00 20.000 1,100 007 CHANNELIZER (SURFACE MOUNTED) EA 37.0000 9,250.00 266.000 9,842 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 39,600.0000 39,600.00 0.150 5,940.00 0.950 37,620 009 TEMPORARY RAILING (TYPE K) LF 31.0000 212,970.00 7,580.000 234,980 010 TEMPORARY CRASH CUSHION MODULE EA 500.0000 120,000.00 266.000 133,000 011 TEMPORARY ALTERNATIVE CRASH CUSHION EA 4,000.0000 48,000.00 13.000 52,000 012 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.150 2,250.00 0.850 12,750 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 0.100 85.00 0.900 765 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2500 30,750.00 135,871.000 33,967 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 0.1100 11,110.00 107,820.000 11,860 017 ABANDON CULVERT (LF) LF 4.0000 1,000.00 250.000 1,000 018 REMOVE GUARDRAIL LF 8.1600 95,472.00 11,799.010 96,279 019 REMOVE DOUBLE THRIE BEAM BARRIER LF 13.0000 1,560.00 112.500 1,462 020 REMOVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 35,000.00 216,577.000 43,315 022 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 8,775.00 3,510.000 8,775 PROGRAM CAS145 PAGE 2 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 0.5000 7,600.00 20,918.000 10,459 024 REMOVE ROADSIDE SIGN EA 425.0000 2,975.00 7.000 2,975 025 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 90.0000 5,940.00 40.000 3,600 026 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 100,600.00 50,300.000 100,600 027 REMOVE OVERSIDE DRAIN EA 800.0000 800.00 2.000 1,600 028 REMOVE CULVERT (LF) LF 40.0000 800.00 20.000 800 029 REMOVE INLET EA 2,100.0000 16,800.00 11.000 23,100 030 REMOVE HEADWALL EA 700.0000 1,400.00 2.000 1,400 031 REMOVE CONCRETE PAVEMENT AND BASE CY 66.0000 269,940.00 3,080.000 203,280 032 RESET ROADSIDE SIGN EA 275.0000 1,925.00 0.000 0 033 RELOCATE ROADSIDE SIGN EA 275.0000 275.00 0.000 0 034 ADJUST INLET EA 2,000.0000 2,000.00 1.000 2,000 035 ADJUST UTILITY COVER TO GRADE EA 700.0000 2,100.00 3.000 2,100 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5400 657,860.00 322,560.330 819,303 037 REMOVE CONCRETE (CY) CY 120.0000 5,640.00 47.000 5,640 038 DECREASE HEIGHT OF EXISTING LF 41.0000 11,890.00 358.000 14,678 CONCRETE CURB 039 REMOVE CONCRETE BARRIER LF 50.0000 5,000.00 100.000 5,000 040 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 3.6000 7,092.00 1,970.000 7,092 041 SAND BACKFILL CY 200.0000 3,400.00 17.000 3,400 042 BRIDGE REMOVAL (PORTION) LS 8,500.0000 8,500.00 1.000 8,500 043 RECONSTRUCT METAL RAILING (BRIDGE) LF 400.0000 4,000.00 10.000 4,000 044 ROADWAY EXCAVATION CY 160.0000 4,960.00 31.000 4,960 045 SHOULDER BACKING TON 28.0000 366,800.00 4,970.000 139,160.00 12,500.000 350,000 046 ROADSIDE CLEARING LS 15,000.0000 15,000.00 1.000 15,000 047 LEAN CONCRETE BASE RAPID SETTING CY 400.0000 540,000.00 1,268.000 507,200 048 REPLACE BASE CY 400.0000 668,000.00 0.000 0 049 BASE BOND BREAKER SQYD 1.0000 12,300.00 16,700.000 16,700 PROGRAM CAS145 PAGE 3 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CRACK TREATMENT LNMI 6,000.0000 204,000.00 25.500 153,000 051 PREPAVING INERTIAL PROFILER LS 500.0000 500.00 1.000 500 052 PREPAVING GRINDING DAY EA 9,000.0000 135,000.00 3.000 27,000.00 16.000 144,000 053 HOT MIX ASPHALT (TYPE A) TON 75.0000 1,342,500.00 955.550 71,666.25 32,350.680 2,426,301 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 85.0000 7,650,000.00 3,883.000 330,055.00 92,585.000 7,869,725 055 SHOULDER RUMBLE STRIP STA 29.0000 91,350.00 2,153.000 62,437.00 3,150.000 91,350 (HMA,GROUND-IN INDENTATIONS) 056 DATA CORE LS 2,500.0000 2,500.00 0.400 1,000.00 1.000 2,500 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 1,060.00 1,248.000 1,248.00 1,248.000 1,248 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 45,900.00 44,639.000 44,639.00 44,639.000 44,639 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 3,280.00 2,166.000 2,166.00 2,166.000 2,166 060 PLACE HOT MIX ASPHALT SQYD 35.0000 30,800.00 0.000 0 (MISCELLANEOUS AREA) 061 TACK COAT TON 800.0000 184,000.00 16.000 12,800.00 289.000 231,200 062 PRECAST JOINTED CONCRETE PAVEMENT CY 780.0000 2,137,200.00 2,063.300 1,609,374 063 DRILL AND BOND (DOWEL BAR) EA 18.0000 219,600.00 4,842.000 87,156 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,100.0000 264,000.00 80.000 88,000.00 80.000 88,000 066 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 520.0000 1,762,800.00 4,083.000 2,123,160 067 GRIND EXISTING CONCRETE SQYD 4.3000 365,930.00 13,843.000 59,524.90 85,100.000 365,930 PAVEMENT 068 MINOR CONCRETE (MINOR STRUCTURE) CY 2,400.0000 28,800.00 15.270 36,648 069 MINOR CONCRETE (BACKFILL) CY 200.0000 5,200.00 26.000 5,200.00 26.000 5,200 070 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 41.0000 2,419.00 0.000 0 071 FURNISH LAMINATED PANEL SIGN SQFT 44.0000 6,600.00 0.000 0 (2 1/2"-TYPE B) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,080.00 0.000 0 (0.080"-UNFRAMED) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,425.00 0.000 0 (0.080"-FRAMED) 074 ROADSIDE SIGN - ONE POST EA 350.0000 3,150.00 0.000 0 075 ROADSIDE SIGN - TWO POST EA 625.0000 1,250.00 0.000 0 076 INSTALL ROADSIDE SIGN EA 7,800.0000 15,600.00 0.000 0 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 4 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 952.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.0000 392.00 0.000 0 079 12" REINFORCED CONCRETE PIPE LF 175.0000 6,125.00 35.000 6,125 080 18" REINFORCED CONCRETE PIPE LF 188.0000 86,480.00 460.000 86,480 081 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 16,000.00 80.000 16,000 (.079" THICK) 082 18" CONCRETE FLARED END SECTION EA 450.0000 900.00 2.000 900 083 36" PRECAST CONCRETE PIPE INLET LF 600.0000 9,600.00 16.000 9,600 084 DETECTABLE WARNING SURFACE SQFT 16.0000 4,640.00 290.000 4,640 085 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 57,600.00 48.000 57,600 CONSTRUCTION) 086 PRE/POST CONSTRUCTION SURVEYS EA 1,250.0000 5,000.00 4.000 5,000 087 MISCELLANEOUS IRON AND STEEL LB 4.0000 8,660.00 2,896.000 11,584 (F) 088 DELINEATOR (CLASS 1) EA 55.0000 12,650.00 0.000 0 089 OBJECT MARKER EA 95.0000 5,130.00 0.000 0 090 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 204,160.00 7,990.760 231,732 091 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 37.0000 64,380.00 1,265.630 46,828 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 369,600.00 6,710.000 402,600 093 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 72.0000 3,456.00 50.000 3,600 094 CONCRETE BARRIER (TRANSITION) (TYPE B) LF 377.0000 179,829.00 428.510 161,548 095 CONCRETE BARRIER (TRANSITION) LF 728.0000 8,008.00 21.240 15,462 096 CONCRETE RAILING LF 728.0000 2,912.00 4.000 2,912 097 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 4,100.00 1.000 4,100 098 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 96,000.00 26.000 104,000 099 END ANCHOR ASSEMBLY (TYPE SFT) EA 810.0000 19,440.00 26.000 21,060 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 39,000.00 12.000 36,000 101 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 65,000.00 26.000 67,600 102 CONCRETE BARRIER (TYPE 60) LF 181.0000 130,320.00 760.000 137,560 PROGRAM CAS145 PAGE 5 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 CONCRETE BARRIER (TYPE 60SD) LF 418.0000 288,420.00 762.390 318,679 104 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3300 142,890.00 165,883.000 54,741.39 174,099.000 57,452 105 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8300 17,679.00 0.000 0 106 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 13,000.00 0.000 0 107 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 39,400.00 91,211.000 18,242.20 91,211.000 18,242 (BROKEN 36-12) 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 522.00 0.000 0 (BROKEN 17-7) 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9500 15,580.00 7,898.000 7,503.10 7,898.000 7,503 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 20,400.00 1,985.000 3,970.00 2,001.000 4,002 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 112 INDUCTIVE LOOP DETECTOR (LS) LS 197,000.0000 197,000.00 0.940 185,180 113 MODIFY LIGHTING LS 7,600.0000 7,600.00 1.000 7,600 114 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 115 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.0000 34,350.00 5,870.000 29,350.00 5,870.000 29,350 PROGRAM CAS145 PAGE 6 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1F69U4 TIME 11:08 AM ESTIMATE NO. 011 BID OPENING 09/10/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: NORRIS, AMY DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,080,227.84 21,095,733.34 ADJUSTMENT OF COMPENSATION 0.00 118,495.31 EXTRA WORK 7,987.72 770,745.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,088,215.56 21,984,973.96 116 MOBILIZATION LS 1,649,918.0000 1,649,918.00 1.000 1,649,918 ORIGINAL CONTRACT AMOUNT 22,809,871.00 TOTAL WORK COMPLETED 1,088,215.56 23,634,891.96 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -43,050.61 TOTAL 1,083,215.56 23,591,841.35 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 11/02/15 190 02/01/16 02/01/16 02/02/17 141 62 0 0 95% 74% PROGRESS IS SATISFACTORY NORRIS, AMY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/16