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 09/21/17 EST. NO. 021 TIME 01:08 PM R.E. NAME: BLAS MARTINEZ 06-360234 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 09/21/17 EST. NO. 021 TIME 01:08 PM R.E. NAME: BLAS MARTINEZ 06-360234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE HMA DEDUCTION -19,845.30 007 JMF DEDUCTION -6,000.00 008 MISSING CEM-4401 -10,000.00 013 PER FAILURE CPM -25,000.00 014 CPM IN COMPLIANCE 25,000.00 017 FAILURE SUBMIT DBE -10,000.00 017 REC'D CEM-4401 10,000.00 017 0.00 -35,845.30 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 010 MISSING PAYROLLS -5,000.00 011 MISSING PAYROLLS -5,000.00 012 REC'D PAYROLLS EST10 5,000.00 013 REC'D PAYROLLS EST12 5,000.00 013 REC'D PAYROLLS EST11 5,000.00 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 -35,845.30 PROGRAM CAS145 PAGE 1 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 LOCATION PROGRESS ESTIMATE 06-TUL-99-35.2/37.3 ----------------- A. TEICHERT & SON INC. DBA ON ROUTE 99 IN TULARE COUNTY NEAR TEICHERT CONSTRUCTION VISALIA FROM 1.2 MILE SOUTH OF 5771 S. TOYOTA AVE AVENUE 280 OC (BR NO.46-195) TO 0.9 FRESNO CA 93725 MILE SOUTH OF WEST VISALIA OH (BR NO.46-226) FED. AID NO. NH-P099(587)E 4 LANE FREEWAY TO 6 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.020 60.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 150,000.00 18.000 18,000.00 190.000 190,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.115 1,725.00 1.000 15,000 005 TRAFFIC CONTROL SYSTEM LS 403,754.5900 403,754.59 0.093 37,549.18 1.000 403,754 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 6,820.00 152,641.000 15,264 007 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,300.00 125.000 3,750 008 TEMPORARY PAVEMENT MARKER EA 3.0500 3,019.50 2,080.000 6,344 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.045 1,350.00 1.000 30,000 010 TEMPORARY RAILING (TYPE K) LF 8.0000 344,000.00 43,837.000 350,696 011 TEMPORARY CRASH CUSHION MODULE EA 120.0000 14,400.00 112.000 13,440 012 TEMPORARY TRAFFIC SCREEN LF 3.0000 129,000.00 43,837.000 131,511 013 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.120 240.00 1.000 2,000 PLAN 015 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 016 MOVE-IN/MOVE-OUT EA 1,224.0000 3,672.00 2.000 2,448.00 3.000 3,672 (TEMPORARY EROSION CONTROL) 017 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 10,505.00 19,008.270 10,454 (BONDED FIBER MATRIX) 018 TEMPORARY COVER SQYD 2.3000 11,500.00 0.000 0 019 TEMPORARY DRAINAGE INLET PROTECTION EA 335.0000 19,430.00 1.000 335.00 27.000 9,045 020 TEMPORARY FIBER ROLL LF 2.6500 11,368.50 1,320.000 3,498 021 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 5,600.00 2.000 5,600 022 STREET SWEEPING LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000 PROGRAM CAS145 PAGE 2 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 024 TEMPORARY FENCE (TYPE ESA) LF 4.3000 3,999.00 1,585.000 6,815 025 TREATED WOOD WASTE LB 0.3200 630.40 1,605.000 513 026 ABANDON CULVERT (EA) EA 1,425.0000 7,125.00 4.000 5,700 027 REMOVE FENCE LF 3.8500 2,887.50 769.000 2,960 028 REMOVE ENTRANCE TAPER EA 715.0000 2,145.00 3.000 2,145 029 REMOVE GUARDRAIL LF 21.0000 2,940.00 141.500 2,971 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 1,935.00 3,598.000 2,698 031 REMOVE PAVEMENT MARKER EA 1.0000 43.00 1,073.000 1,073 032 REMOVE ROADSIDE SIGN EA 41.0000 123.00 3.000 123 033 REMOVE ASPHALT CONCRETE DIKE LF 0.8000 880.00 1,940.000 1,552 034 REMOVE DOWNDRAIN (EA) EA 860.0000 4,300.00 1.000 860.00 5.000 4,300 035 REMOVE INLET EA 1,050.0000 10,500.00 12.000 12,600 036 REMOVE CONCRETE PAVEMENT (CY) CY 260.0000 39,000.00 221.230 57,519 037 RELOCATE ROADSIDE SIGN EA 82.0000 492.00 6.000 492.00 6.000 492 038 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.5000 42,500.00 7,315.900 3,657.95 87,451.500 43,725 039 REMOVE CONCRETE CURB (LF) LF 4.0000 7,000.00 2,651.000 10,604 040 REMOVE CONCRETE BARRIER LF 11.0000 116,600.00 10,555.000 116,105 041 CAP INLET EA 2,100.0000 2,100.00 1.000 2,100 042 SAND BACKFILL CY 125.0000 11,500.00 21.850 2,731 043 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 044 ROADWAY EXCAVATION CY 15.0000 1,185,000.00 79,000.001 1,185,000 045 SHOULDER BACKING TON 150.0000 8,100.00 54.000 8,100.00 54.000 8,100 046 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0900 63,360.00 459,976.500 41,397.89 654,254.500 58,882 (SQFT) 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4500 34,560.00 3,300.000 1,485.00 59,492.400 26,771 048 HYDROMULCH SQFT 0.0300 2,304.00 56,192.400 1,685 049 FIBER ROLLS LF 2.3500 29,140.00 432.000 1,015.20 10,248.000 24,082 PROGRAM CAS145 PAGE 3 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.0300 2,304.00 56,192.400 1,685 051 COMPOST SQFT 0.1600 124,800.00 459,976.500 73,596.24 710,882.500 113,741 052 INCORPORATE MATERIALS SQFT 0.0300 2,310.00 56,192.400 1,685 053 CLASS 2 AGGREGATE BASE (CY) CY 28.0000 543,200.00 22,000.000 616,000 054 HOT MIX ASPHALT (TYPE A) TON 75.0000 3,592,500.00 47,291.100 3,546,832 055 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 75.0000 1,717,500.00 12,101.750 907,631.25 18,701.750 1,402,631 056 SHOULDER RUMBLE STRIP STA 35.0000 15,050.00 389.000 13,615.00 389.000 13,615 (HMA,GROUND-IN INDENTATIONS) 057 DATA CORE LS 500.0000 500.00 0.000 0 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2500 382.50 214.000 481.50 351.000 789 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7000 10,763.00 451.000 2,119.70 2,201.000 10,344 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2500 585.00 224.000 504.00 461.000 1,037 061 PLACE HOT MIX ASPHALT SQYD 235.0000 3,525.00 111.460 26,193.10 140.240 32,956 (MISCELLANEOUS AREA) 062 TACK COAT TON 1.0000 160.00 41.430 41.43 75.930 75 063 JOINTED PLAIN CONCRETE PAVEMENT CY 225.0000 2,002,500.00 6,500.000 1,462,500 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 066 60" CAST-IN-DRILLED-HOLE CONCRETE LF 774.0000 123,840.00 158.000 122,292 PILE (SIGN FOUNDATION) 067 MINOR CONCRETE (MINOR STRUCTURE) CY 1,530.0000 125,460.00 16.940 25,918.20 79.990 122,384 068 BAR REINFORCING STEEL LB 1.0000 240.00 240.000 240 069 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 327,000.00 108,287.000 324,861 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 21,800.00 108,287.000 21,657 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 440.00 0.000 0 (0.063"-FRAMED) 072 ROADSIDE SIGN - ONE POST EA 200.0000 400.00 3.000 600.00 3.000 600 073 ROADSIDE SIGN - TWO POST EA 345.0000 2,415.00 9.000 3,105.00 9.000 3,105 074 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 127.0000 254.00 0.000 0 METHOD) 075 FURNISH LAMINATED SIGN PANEL (1" TYPE A) SQFT 28.0000 23,520.00 835.000 23,380 FOR RETROREFLECTIVE SHEETING (TYPE XI) 076 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6500 1,384.50 144.000 1,533.60 144.000 1,533 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 4 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.5000 930.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 078 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.1500 5,304.50 835.000 4,300 079 18" REINFORCED CONCRETE PIPE LF 80.0000 115,200.00 1,858.000 148,640 080 24" REINFORCED CONCRETE PIPE LF 90.0000 190,800.00 1,656.000 149,040 081 JACKED 24" REINFORCED CONCRETE PIPE LF 650.0000 682,500.00 1,062.000 690,300 (CLASS II) 082 24" CORRUGATED STEEL PIPE (.079" THICK) LF 175.0000 4,725.00 12.000 2,100 083 PERMEABLE MATERIAL (BLANKET) CY 65.0000 3,055.00 47.000 3,055 084 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 55.0000 7,700.00 220.000 12,100 (.079" THICK) 085 24" PERFORATED CORRUGATED STEEL PIPE LF 95.0000 4,180.00 44.000 4,180 (.079" THICK) 086 12" ENTRANCE TAPER EA 860.0000 5,160.00 6.000 5,160 087 12" ANCHOR ASSEMBLY EA 185.0000 1,665.00 0.000 0 088 18" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0 089 24" ALTERNATIVE FLARED END SECTION EA 800.0000 7,200.00 1.000 800.00 9.000 7,200 090 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 300.0000 2,400.00 11.670 3,501 (CY) 091 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 23.0000 1,012.00 55.500 1,276 092 MINOR CONCRETE (TEXTURED PAVING) CY 607.0000 60,700.00 100.600 61,064 093 MISCELLANEOUS IRON AND STEEL LB 1.0000 17,278.00 8,802.000 8,802.00 15,974.000 15,974 (F) 094 CHAIN LINK FENCE (TYPE CL-6) LF 11.1500 27,540.50 2,462.000 27,451 095 6' CHAIN LINK GATE (TYPE CL-6) EA 405.0000 405.00 1.000 405 096 DELINEATOR (CLASS 1) EA 71.0000 6,603.00 90.000 6,390.00 90.000 6,390 097 GUARD RAILING DELINEATOR EA 14.1400 197.96 0.000 0 098 OBJECT MARKER (TYPE L) EA 45.4500 318.15 10.000 454.50 30.000 1,363 099 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 40.0000 22,000.00 537.500 21,500 100 WILDLIFE PASSAGE WAY (TYPE S) EA 57.0000 2,964.00 53.000 3,021 101 WILDLIFE PASSAGE WAY (TYPE M) EA 910.0000 1,820.00 2.000 1,820 102 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 58.0000 17,400.00 275.000 15,950 PROGRAM CAS145 PAGE 5 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 TRANSITION RAILING (TYPE DTB) EA 3,450.0000 3,450.00 1.000 3,450 104 END CAP (TYPE TC) EA 152.0000 152.00 1.000 152 105 END ANCHOR ASSEMBLY (TYPE SFT) EA 660.0000 6,600.00 10.000 6,600 106 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 22,000.00 10.000 22,000 107 CONCRETE BARRIER (TYPE 60) LF 502.0000 27,610.00 62.000 31,124 108 CONCRETE BARRIER (TYPE 60C) LF 49.0000 504,700.00 100.000 4,900.00 10,036.000 491,764 109 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 16,695.00 0.000 0 110 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,394.00 0.000 0 111 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,770.00 0.000 0 112 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 8,440.00 0.000 0 (BROKEN 36-12) 113 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 376.00 0.000 0 (BROKEN 17-7) 114 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0200 3,373.40 0.000 0 115 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,015.0000 2,015.00 0.827 1,666 SYSTEM ELEMENTS DURING CONSTRUCTION 116 INTELLIGENT TRANSPORTATION SYSTEM LS 400,000.0000 400,000.00 0.326 130,400.00 0.901 360,400 117 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.969 193,800 PROGRAM CAS145 PAGE 6 DATE 09/21/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-360234 TIME 01:08 PM ESTIMATE NO. 021 BID OPENING 09/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/17 R.E. NAME: BLAS MARTINEZ DATE OF THIS ESTIMATE 09/21/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,328,675.74 12,998,480.25 ADJUSTMENT OF COMPENSATION 0.00 143,013.74 EXTRA WORK 0.00 591,243.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,328,675.74 13,732,737.18 118 MOBILIZATION LS 1,542,300.0000 1,542,300.00 1.000 1,542,300 ORIGINAL CONTRACT AMOUNT 15,423,000.00 TOTAL WORK COMPLETED 1,328,675.74 15,275,037.18 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,845.30 TOTAL 1,328,675.74 15,239,191.88 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 11/04/15 150 01/11/16 01/11/16 09/22/17 186 146 36 0 95% 100% PROGRESS IS SATISFACTORY BLAS MARTINEZ RESIDENT ENGINEER PROGRAM CAS145 DATE 09/21/17