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 02/09/18 EST. NO. 009 TIME 01:13 PM R.E. NAME: SCOTT, JEFF 03-0H11U4 --------------------------------------------------------------------------- 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 0056 2,083.53 E.W. @ F.A.(+) 070917 N 0090.0 009 0011 2,850.66 E.W. @ F.A.(+) 082917 N 0093.0 0012 3,423.08 092117 N 0089.2 019 0001 3,009.63 E.W. @ F.A.(+) 092617 N 0091.0 0002 6,378.43 091317 N 0092.0 17,745.33 TOTAL THIS ESTIMATE 764,878.46 TOTAL PREVIOUS ESTIMATE 782,623.79 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 02/09/18 EST. NO. 009 TIME 01:13 PM R.E. NAME: SCOTT, JEFF 03-0H11U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING 2017 CEM4401 -10,000.00 008 REC'D 2017 CEM4401 10,000.00 009 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 008 REC'D CEM2402F 10,000.00 009 10,000.00 0.00 LABOR COMPLIANCE VIOLATION CERTIFIED PAYROLLS -1,000.00 008 CERTIFIED PAYROLLS 1,000.00 009 1,000.00 0.00 TOTAL DEDUCTIONS 21,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 LOCATION FINAL ESTIMATE 03-SAC-160-R44.5/N47.1 -------------- A. TEICHERT & SON, INC DBA IN SACRAMENTO ON RTE 160 FROM TEICHERT CONSTRUCTION AMERICAN RIVER BRIDGE TO RTE 51 400 SUNRISE AVE, SUITE 300 CROSSING. ROSEVILLE CA 95661 FED. AID NO. ACNH-P160(25 ) CAPM AND BRIDGE OVERLAY ON SR 160 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 1.000 300,000 004 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 1.000 8,500 005 TRAFFIC CONTROL SYSTEM LS 426,773.0700 426,773.07 1.000 426,773 006 TRAFFIC PLASTIC DRUM EA 55.0000 6,050.00 104.000 5,720 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 1.000 15,000 008 TEMPORARY RAILING (TYPE K) LF 14.0000 29,960.00 2,140.000 29,960 009 TEMPORARY CRASH CUSHION MODULE EA 175.0000 19,600.00 112.000 19,600 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 012 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 1,500.00 33.000 4,950 013 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 9,000.00 1.000 3,000 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 11.6700 6,301.80 540.000 6,301 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 0.2500 17,975.00 75,340.000 18,835 017 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 018 RAPID SETTING CONCRETE (PATCH) CF 10.1000 7,322.50 725.000 7,322 019 REMOVE FENCE GLARE SCREEN LF 4.0000 12,400.00 3,300.000 13,200 020 REMOVE GUARDRAIL LF 5.0800 22,860.00 4,340.000 22,047 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0500 2,592.50 850.000 2,592 022 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0800 254.00 50.000 254 PROGRAM CAS145 PAGE 2 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 100.0000 900.00 6.000 600 024 REMOVE SIGN STRUCTURE (EA) EA 6,000.0000 6,000.00 2.000 12,000 025 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,150.00 2,000.000 10,000 026 REMOVE OVERSIDE DRAIN EA 700.0000 4,200.00 6.000 4,200 027 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.5000 67,545.00 135,090.000 67,545 028 RESET ROADSIDE SIGN EA 200.0000 400.00 1.000 200 029 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 84,300.00 32,949.000 98,847 031 REMOVE CONCRETE (CY) CY 200.0000 11,000.00 71.000 14,200 032 REMOVE CONCRETE CURB (LF) LF 15.5000 2,635.00 170.000 2,635 033 REMOVE CONCRETE (CURB AND GUTTER) LF 215.0000 860.00 4.000 860 034 REMOVE UNSOUND CONCRETE CF 65.6500 47,596.25 725.000 47,596 035 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 29,969.60 162,536.000 32,507 036 FURNISH POLYESTER CONCRETE OVERLAY CF 72.7200 1,089,709.20 15,939.750 1,159,138 037 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1700 325,170.16 149,848.000 325,170 (F) 038 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 1.000 75,000 039 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 040 ROADWAY EXCAVATION CY 35.0000 4,550.00 141.000 4,935 041 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 75,000.00 397.000 119,100 (AERIALLY DEPOSITED LEAD) 042 SHOULDER BACKING TON 75.0000 4,500.00 60.000 4,500 043 IMPORTED BORROW (CY) CY 80.0000 2,880.00 94.000 7,520 044 COMPOST SQFT 1.0400 11,752.00 11,300.000 11,752 045 CLASS 2 AGGREGATE BASE (CY) CY 77.0000 6,930.00 176.970 13,626 046 CRACK TREATMENT LNMI 24,652.0000 12,326.00 0.500 12,326 047 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 268,500.00 1,221.000 183,150 048 HOT MIX ASPHALT (TYPE A) TON 70.0000 343,700.00 5,152.000 360,640 049 MINOR HOT MIX ASPHALT TON 115.0000 7,360.00 64.000 7,360 PROGRAM CAS145 PAGE 3 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT-OPEN GRADED TON 100.0000 14,000.00 2.000 200 (OPEN GRADED FRICTION COURSE) 051 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 199,000.00 1,054.000 105,400 (OPEN GRADED FRICTION COURSE) 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 1,360.00 337.000 1,348 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,880.00 1,030.000 4,120 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 2,680.00 633.000 2,532 055 PLACE HOT MIX ASPHALT SQYD 145.0000 638.00 70.000 10,150 (MISCELLANEOUS AREA) 056 TACK COAT TON 0.0100 0.28 28.000 0 057 DRILL AND BOND (DOWEL BAR) EA 10.9000 7,194.00 400.000 4,360 058 SPALL REPAIR (POLYESTER CONCRETE) SQYD 290.5700 7,264.25 26.000 7,554 059 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 658.6200 467,620.20 786.000 517,675 060 REPLACE JOINT SEAL (ASPHALT RUBBER) LF 15.5000 34,999.00 0.000 0 061 GRIND EXISTING CONCRETE SQYD 6.0000 316,800.00 52,800.000 316,800 PAVEMENT 062 GRIND EXISTING BRIDGE DECK SQYD 50.8800 19,537.92 384.000 19,537 063 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,201.0200 309,863.16 259.100 311,184 (TYPE R) 064 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 370,100.00 372.300 372,300 (F) 065 PAVING NOTCH EXTENSION CF 464.9100 85,543.44 163.700 76,105 066 CLEAN EXPANSION JOINT LF 30.2400 11,702.88 813.000 24,585 067 JOINT SEAL (MR 1/2") LF 35.2800 7,691.04 397.400 14,020 068 JOINT SEAL (MR 1 1/2") LF 60.4800 6,410.88 0.000 0 069 JOINT SEAL (MR 2") LF 85.6800 22,276.80 459.000 39,327 070 BONDED JOINT SEAL (MR 2") LF 90.7200 6,078.24 62.600 5,679 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 270.00 17.250 258 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 210.00 13.500 202 (0.080"-UNFRAMED) 073 ROADSIDE SIGN - ONE POST EA 275.0000 1,925.00 8.000 2,200 074 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 3.000 1,200 075 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 1.000 100 METHOD) 076 FURNISH SINGLE SHEET ALUMINUM SQFT 10.0000 420.00 41.110 411 SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SQFT 11.0000 352.00 32.000 352 SIGN (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SQFT 17.5000 1,312.50 75.000 1,312 SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 079 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 750.00 148.110 740 080 MINOR CONCRETE (CURB) (CY) CY 1,300.0000 1,560.00 1.200 1,560 081 DETECTABLE WARNING SURFACE SQFT 20.0000 1,200.00 60.000 1,200 082 MINOR CONCRETE (CURB AND GUTTER) CY 1,010.0000 2,929.00 2.900 2,929 083 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.0000 54,000.00 4,344.000 52,128 084 MINOR CONCRETE (CURB RAMP) CY 1,014.0000 4,360.20 4.300 4,360 085 CONCRETE BARRIER DELINEATOR (16 INCH) EA 50.0000 200.00 4.000 200 086 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 105.000 4,200 087 OBJECT MARKER (TYPE L-1) EA 50.0000 850.00 16.000 800 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.3600 33,860.40 1,300.000 31,668 089 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 42.6300 37,940.70 866.000 36,917 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.7500 200,900.00 2,877.000 206,424 091 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 36.5400 21,193.20 563.000 20,572 092 MODULAR GLARE SCREEN LF 20.5000 63,550.00 3,300.000 67,650 093 TRANSITION RAILING (TYPE STB) EA 4,060.0000 12,180.00 3.000 12,180 094 TRANSITION RAILING (TYPE WB-31) EA 4,060.0000 69,020.00 17.000 69,020 095 END CAP (TYPE A) EA 507.5000 1,015.00 2.000 1,015 096 END CAP (TYPE TC) EA 507.5000 8,120.00 19.000 9,642 097 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,015.0000 8,120.00 8.000 8,120 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,045.0000 30,450.00 9.000 27,405 099 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,791.2500 41,868.75 15.000 41,868 100 ALTERNATIVE CRASH CUSHION EA 34,149.6800 34,149.68 1.000 34,149 101 4" PERMANENT TAPE TRAFFIC STRIPE LF 1.6200 11,664.00 0.000 0 102 8" PERMANENT TAPE TRAFFIC STRIPE LF 3.2500 1,365.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 8" PERMANENT TAPE TRAFFIC STRIPE LF 1.6200 1,425.60 0.000 0 (BROKEN 12-3) 104 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0900 11,327.40 1,860.000 11,327 (ENHANCED WET NIGHT VISIBILITY) 105 4" PERMANENT TAPE TRAFFIC STRIPE LF 1.0200 4,345.20 0.000 0 (BROKEN 36-12) 106 4" PERMANENT TAPE TRAFFIC STRIPE LF 0.8100 364.50 0.000 0 (BROKEN 17-7) 107 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 5,910.00 8,908.000 2,672 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 34,476.00 81,851.000 41,744 (ENHANCED WET NIGHT VISIBILITY) 109 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 1,062.50 4,611.000 1,152 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,925.00 27,082.000 6,770 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 6,640.20 6,930.000 7,068 (ENHANCED WET NIGHT VISIBILITY) 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 790.50 2,430.000 1,239 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 113 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 6,435.50 2,110.000 6,435 114 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 115 MODIFYING EXISTING ELECTRICAL SYSTEM LS 115,000.0000 115,000.00 1.000 115,000 116 REMOVING EXISTING ELECTRICAL SYSTEM LS 19,000.0000 19,000.00 1.000 19,000 PROGRAM CAS145 PAGE 6 DATE 02/09/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 01:13 PM ESTIMATE NO. 009 BID OPENING 09/20/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/09/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 02/09/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,186,543.30 ADJUSTMENT OF COMPENSATION 0.00 168,677.90 EXTRA WORK 17,745.33 613,945.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 17,745.33 6,969,167.09 117 MOBILIZATION LS 685,900.0000 685,900.00 1.000 685,900 ORIGINAL CONTRACT AMOUNT 6,859,000.00 TOTAL WORK COMPLETED 17,745.33 7,655,067.09 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 21,000.00 0.00 TOTAL 38,745.33 7,655,067.09 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 10/28/16 85 01/03/17 01/03/17 10/09/17 94 98 13 0 100% 100% SCOTT, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 02/09/18