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 10/26/17 EST. NO. 003 TIME 08:32 AM R.E. NAME: TRAN, KEN 08-1G0904 --------------------------------------------------------------------------- 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 0015 956.26 E.W. @ F.A.(+) 090717 N 015 0 0016 1,889.36 091117 N 016 0 0017 1,889.36 091217 N 017 0 0018 1,856.37 091317 N 018 0 0019 1,856.37 091417 N 019 0 0020 2,192.35 091817 N 020 0 0021 2,224.32 091917 N 021 0 0026 2,057.04 092517 N 026 0 0027 2,672.49 092617 N 027 0 0028 2,276.78 092017 N 028 0 0030 1,111.30 092717 N 030 0 0033 1,180.55 100317 N 033 0 0034 893.65 100517 N 034 0 0035 1,324.00 100217 N 035 0 0036 851.25 092817 N 036 0 002 0001 -4,837.50 A.C. @ U.P.(-) 092617 N 01 0 006 0001 15,576.96 A.C. @ U.P.(+) 091817 N 1 0 35,970.91 TOTAL THIS ESTIMATE 11,653.67 TOTAL PREVIOUS ESTIMATE 47,624.58 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 10/26/17 EST. NO. 003 TIME 08:32 AM R.E. NAME: TRAN, KEN 08-1G0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PAVEMENT SMOOTHNESS -80,000.00 003 -80,000.00 -80,000.00 LABOR COMPLIANCE VIOLATION MISS DOCS & PAYROLL -4,000.00 002 0.00 -4,000.00 TOTAL DEDUCTIONS -80,000.00 -84,000.00 PROGRAM CAS145 PAGE 1 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0904 TIME 08:32 AM ESTIMATE NO. 003 BID OPENING 03/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: TRAN, KEN DATE OF THIS ESTIMATE 10/26/17 LOCATION PROGRESS ESTIMATE 08-SBD-18-48.1/53.1 ----------------- MATICH CORPORATION IN BIG BEAR FROM WILD ROSE LANE TO 1596 HARRY SHEPPARD BOULEVARD PINEVIEW DRIVE SAN BERNARDINO CA 92408 PLACE A PREVENTATIVE TREATMENT ON ROADWAY FED. AID NO. N O N E PLACE A PREVENTATIVE TREATMENT ON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 875.0000 875.00 1.000 875 002 CONSTRUCTION AREA SIGNS LS 18,500.0000 18,500.00 0.200 3,700.00 0.750 13,875 003 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.300 39,000.00 0.800 104,000 004 TYPE II BARRICADE EA 45.0000 2,700.00 60.000 2,700 005 CHANNELIZER (SURFACE MOUNTED) EA 31.0000 2,480.00 40.000 1,240.00 80.000 2,480 006 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5000 4,550.00 692.000 4,498.00 692.000 4,498 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,150.0000 12,600.00 0.400 1,260.00 2.400 7,560 008 JOB SITE MANAGEMENT LS 132,500.0000 132,500.00 0.400 53,000.00 0.900 119,250 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 400.0000 400.00 0.150 60.00 0.900 360 010 TEMPORARY CONCRETE WASHOUT LS 1,250.0000 1,250.00 1.000 1,250 011 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 5.2500 2,730.00 0.000 0 MARKING (HAZARDOUS WASTE) 012 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 597.0000 597.00 1.000 597 013 ROADWAY EXCAVATION CY 300.0000 600.00 2.000 600 014 STRUCTURE EXCAVATION (CULVERT) CY 500.0000 600.00 1.200 600 (F) 015 IMPORTED TOPSOIL (CY) CY 600.0000 4,800.00 8.000 4,800.00 8.000 4,800 016 REPLACE ASPHALT CONCRETE SURFACING CY 212.0000 428,240.00 2,240.640 475,015 017 MINOR HOT MIX ASPHALT TON 700.0000 2,100.00 3.000 2,100.00 3.000 2,100 018 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 94.4000 1,113,920.00 1,804.980 170,390.11 10,500.190 991,217 019 DATA CORE LS 5,400.0000 5,400.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 95.0000 2,185.00 24.000 2,280.00 24.000 2,280 021 PLACE HOT MIX ASPHALT SQYD 182.0000 2,184.00 12.000 2,184.00 12.000 2,184 (MISCELLANEOUS AREA) 022 TACK COAT TON 420.0000 8,400.00 16.440 6,904.80 38.130 16,014 PROGRAM CAS145 PAGE 2 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0904 TIME 08:32 AM ESTIMATE NO. 003 BID OPENING 03/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: TRAN, KEN DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 397,500.00 23,823.760 59,559.40 143,487.420 358,718 024 MINOR CONCRETE (MINOR STRUCTURE) CY 3,200.0000 3,840.00 1.200 3,840 (F) 025 REMOVE SLOPE PAVING (SQYD) SQYD 67.0000 3,618.00 -25.670 -1,719.89 54.000 3,618 026 DETECTABLE WARNING SURFACE SQFT 34.0000 7,140.00 64.400 2,189.60 254.700 8,659 027 MINOR CONCRETE (MISCELLANEOUS CY 1,060.0000 1,060.00 0.820 869 CONSTRUCTION) 028 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 342.0000 18,126.00 -20.900 -7,147.80 29.560 10,109 AND DRIVEWAY) 029 MINOR CONCRETE (CURB, SIDEWALK AND CY 344.0000 12,040.00 84.610 29,105.84 98.490 33,880 CURB RAMP) 030 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 245.0000 3,920.00 15.940 3,905 031 REMOVE CONCRETE CY 137.0000 11,645.00 68.580 9,395 (CURB, GUTTER, AND SIDEWALK) (CY) 032 PRE/POST CONSTRUCTION SURVEYS EA 530.0000 4,770.00 8.000 4,240 033 MISCELLANEOUS IRON AND STEEL LB 14.0000 8,400.00 580.080 8,121 034 PAVEMENT MARKER EA 5.5000 15,840.00 2,941.000 16,175.50 2,941.000 16,175 (RETROREFLECTIVE-RECESSED) 035 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,200.00 103.180 2,063.60 103.180 2,063 (0.080"-UNFRAMED) 036 ROADSIDE SIGN - ONE POST EA 384.0000 6,528.00 17.000 6,528.00 17.000 6,528 037 REMOVE METAL RAILING LF 14.5000 2,900.00 200.000 2,900.00 200.000 2,900 038 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 29,750.00 9,560.000 23,900.00 9,560.000 23,900 039 THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 16,269.00 97,356.000 16,550.52 97,356.000 16,550 (SPRAYABLE) 040 MODIFYING EXISTING ELECTRICAL SYSTEM LS 63,630.0000 63,630.00 0.602 38,305.26 0.602 38,305 041 VEHICLE SENSOR NODE REPLACEMENT LS 39,800.0000 39,800.00 0.833 33,153.40 0.833 33,153 PROGRAM CAS145 PAGE 3 DATE 10/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-1G0904 TIME 08:32 AM ESTIMATE NO. 003 BID OPENING 03/15/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/19/17 R.E. NAME: TRAN, KEN DATE OF THIS ESTIMATE 10/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 512,980.34 2,337,191.01 ADJUSTMENT OF COMPENSATION 10,739.46 10,739.46 EXTRA WORK 25,231.45 36,885.12 SUBTOTAL AMOUNT EARNED 548,951.25 2,384,815.59 ORIGINAL CONTRACT AMOUNT 2,526,587.00 TOTAL WORK COMPLETED 548,951.25 2,384,815.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -80,000.00 -84,000.00 TOTAL 468,951.25 2,300,815.59 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 05/18/17 40 08/07/17 06/27/17 10/26/17 36 0 0 0 89% 90% PROGRESS IS SATISFACTORY TRAN, KEN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/17