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 06/15/17 EST. NO. 004 TIME 03:17 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 0001 1,304.36 E.W. @ F.A.(+) 041017 N 0001.0 0002 1,730.78 041117 N 0002.0 0003 1,695.72 042017 N 0003.0 0004 4,488.56 050517 N 0004.0 0005 3,825.95 050617 N 0005.0 13,045.37 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 13,045.37 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 06/15/17 EST. NO. 004 TIME 03:17 PM R.E. NAME: SCOTT, JEFF 03-0H11U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 LOCATION PROGRESS 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 0.500 2,500 003 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.212 63,600.00 0.529 158,700 004 CONSTRUCTION AREA SIGNS LS 8,500.0000 8,500.00 0.750 6,375 005 TRAFFIC CONTROL SYSTEM LS 426,773.0700 426,773.07 0.212 90,475.89 0.529 225,762 006 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 0.212 3,180.00 0.529 7,935 008 TEMPORARY RAILING (TYPE K) LF 14.0000 29,960.00 2,140.000 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 0.212 2,120.00 0.529 5,290 011 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 2.000 300.00 12.000 1,800 013 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 0.750 3,750 015 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 11.6700 6,301.80 0.000 0 STRIPE (HAZARDOUS WASTE) 016 TREATED WOOD WASTE LB 0.2500 17,975.00 35,950.000 8,987.50 43,140.000 10,785 017 PUBLIC SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000 018 RAPID SETTING CONCRETE (PATCH) CF 10.1000 7,322.50 400.000 4,040 019 REMOVE FENCE GLARE SCREEN LF 4.0000 12,400.00 0.000 0 020 REMOVE GUARDRAIL LF 5.0800 22,860.00 2,031.000 10,317.48 2,031.000 10,317 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0500 2,592.50 0.000 0 022 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0800 254.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 024 REMOVE SIGN STRUCTURE (EA) EA 6,000.0000 6,000.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,150.00 75.000 375.00 75.000 375 026 REMOVE OVERSIDE DRAIN EA 700.0000 4,200.00 0.000 0 027 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.5000 67,545.00 135,090.000 67,545 028 RESET ROADSIDE SIGN EA 200.0000 400.00 0.000 0 029 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0 030 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 84,300.00 0.000 0 031 REMOVE CONCRETE (CY) CY 200.0000 11,000.00 13.000 2,600.00 57.000 11,400 032 REMOVE CONCRETE CURB (LF) LF 15.5000 2,635.00 0.000 0 033 REMOVE CONCRETE (CURB AND GUTTER) LF 215.0000 860.00 0.000 0 034 REMOVE UNSOUND CONCRETE CF 65.6500 47,596.25 279.780 18,367.56 679.780 44,627 035 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 29,969.60 122,536.000 24,507.20 122,536.000 24,507 036 FURNISH POLYESTER CONCRETE OVERLAY CF 72.7200 1,089,709.20 12,778.240 929,233.61 12,778.240 929,233 037 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.1700 325,170.16 122,536.000 265,903.12 122,536.000 265,903 (F) 038 CLEARING AND GRUBBING (LS) LS 75,000.0000 75,000.00 0.400 30,000.00 0.500 37,500 039 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 040 ROADWAY EXCAVATION CY 35.0000 4,550.00 29.000 1,015.00 84.000 2,940 041 ROADWAY EXCAVATION (TYPE Z-2) CY 300.0000 75,000.00 61.000 18,300.00 96.000 28,800 (AERIALLY DEPOSITED LEAD) 042 SHOULDER BACKING TON 75.0000 4,500.00 0.000 0 043 IMPORTED BORROW (CY) CY 80.0000 2,880.00 0.000 0 044 COMPOST SQFT 1.0400 11,752.00 0.000 0 045 CLASS 2 AGGREGATE BASE (CY) CY 77.0000 6,930.00 11.970 921.69 56.970 4,386 046 CRACK TREATMENT LNMI 24,652.0000 12,326.00 0.000 0 047 REPLACE ASPHALT CONCRETE SURFACING CY 150.0000 268,500.00 0.000 0 048 HOT MIX ASPHALT (TYPE A) TON 70.0000 343,700.00 0.000 0 049 MINOR HOT MIX ASPHALT TON 115.0000 7,360.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (OPEN GRADED FRICTION COURSE) 051 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 199,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 052 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 1,360.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 3,880.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 2,680.00 0.000 0 055 PLACE HOT MIX ASPHALT SQYD 145.0000 638.00 0.000 0 (MISCELLANEOUS AREA) 056 TACK COAT TON 0.0100 0.28 0.000 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 0.000 0 059 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 7,800.000 46,800.00 52,800.000 316,800 PAVEMENT 062 GRIND EXISTING BRIDGE DECK SQYD 50.8800 19,537.92 0.000 0 063 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 370,100.00 274.900 274,900.00 332.300 332,300 (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 0.000 0 067 JOINT SEAL (MR 1/2") LF 35.2800 7,691.04 0.000 0 068 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 0.000 0 070 BONDED JOINT SEAL (MR 2") LF 90.7200 6,078.24 0.000 0 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 270.00 0.000 0 (0.063"-UNFRAMED) 072 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 210.00 0.000 0 (0.080"-UNFRAMED) 073 ROADSIDE SIGN - ONE POST EA 275.0000 1,925.00 0.000 0 074 ROADSIDE SIGN - TWO POST EA 400.0000 1,200.00 0.000 0 075 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 200.00 0.000 0 METHOD) 076 FURNISH SINGLE SHEET ALUMINUM SQFT 10.0000 420.00 0.000 0 SIGN (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 SIGN (0.08"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 FURNISH SINGLE SHEET ALUMINUM SQFT 17.5000 1,312.50 0.000 0 SIGN (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 079 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 750.00 0.000 0 080 MINOR CONCRETE (CURB) (CY) CY 1,300.0000 1,560.00 0.000 0 081 DETECTABLE WARNING SURFACE SQFT 20.0000 1,200.00 0.000 0 082 MINOR CONCRETE (CURB AND GUTTER) CY 1,010.0000 2,929.00 0.000 0 083 MINOR CONCRETE (STAMPED CONCRETE) SQFT 12.0000 54,000.00 0.000 0 084 MINOR CONCRETE (CURB RAMP) CY 1,014.0000 4,360.20 0.000 0 085 CONCRETE BARRIER DELINEATOR (16 INCH) EA 50.0000 200.00 0.000 0 086 DELINEATOR (CLASS 1) EA 40.0000 4,400.00 0.000 0 087 OBJECT MARKER (TYPE L-1) EA 50.0000 850.00 0.000 0 088 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 24.3600 33,860.40 700.000 17,052 089 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 42.6300 37,940.70 400.000 17,052 090 VEGETATION CONTROL (MINOR CONCRETE) SQYD 71.7500 200,900.00 0.000 0 091 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 36.5400 21,193.20 185.000 6,759.90 475.000 17,356 092 MODULAR GLARE SCREEN LF 20.5000 63,550.00 0.000 0 093 TRANSITION RAILING (TYPE STB) EA 4,060.0000 12,180.00 2.000 8,120 094 TRANSITION RAILING (TYPE WB-31) EA 4,060.0000 69,020.00 9.000 36,540 095 END CAP (TYPE A) EA 507.5000 1,015.00 1.000 507 096 END CAP (TYPE TC) EA 507.5000 8,120.00 8.000 4,060 097 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,015.0000 8,120.00 4.000 4,060 098 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,045.0000 30,450.00 5.000 15,225 099 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,791.2500 41,868.75 8.000 22,330 100 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 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (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 0.000 0 108 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 34,476.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 109 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 1,062.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 4,925.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 6,640.20 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 112 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 790.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 113 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 6,435.50 0.000 0 114 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.212 530.00 0.529 1,322 SYSTEM ELEMENTS DURING CONSTRUCTION 115 MODIFYING EXISTING ELECTRICAL SYSTEM LS 115,000.0000 115,000.00 0.000 0 116 REMOVING EXISTING ELECTRICAL SYSTEM LS 19,000.0000 19,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/15/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H11U4 TIME 03:17 PM ESTIMATE NO. 004 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 06/20/17 R.E. NAME: SCOTT, JEFF DATE OF THIS ESTIMATE 06/15/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,829,153.95 3,667,454.16 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,045.37 13,045.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,842,199.32 3,680,499.53 117 MOBILIZATION LS 685,900.0000 685,900.00 0.050 34,295.00 1.000 685,900 ORIGINAL CONTRACT AMOUNT 6,859,000.00 TOTAL WORK COMPLETED 1,876,494.32 4,366,399.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,876,494.32 4,366,399.53 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 10/28/16 85 01/03/17 01/03/17 08/15/17 45 71 1 0 62% 52% PROGRESS IS SATISFACTORY SCOTT, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/17