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 03/27/18 EST. NO. 013 TIME 09:27 AM R.E. NAME: DEVIN PORR 05-0Q6004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 598.03 E.W. @ F.A.(+) 011118 N 0059.0 0002 787.62 121117 N 0056.1 0003 539.21 010818 N 0058.1 005 0003 600.00 E.W. @ U.P (+) 022318 N 000030 009 0008 2,730.86 E.W. @ F.A.(+) 011218 N 0060.0 0009 2,461.26 011518 N 0061.0 0010 2,400.31 011718 N 0063.0 10,117.29 TOTAL THIS ESTIMATE 96,832.77 TOTAL PREVIOUS ESTIMATE 106,950.06 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 03/27/18 EST. NO. 013 TIME 09:27 AM R.E. NAME: DEVIN PORR 05-0Q6004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 006 MISS PAYROLLS -3,000.00 009 RECD PAYROLLS 3,000.00 010 MISS PAYROLLS -6,000.00 011 RECD PAYROLLS #6/11 11,000.00 012 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6004 TIME 09:27 AM ESTIMATE NO. 013 BID OPENING 08/31/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 03/27/18 LOCATION PROGRESS ESTIMATE 05-SCR-17-0.7/1.4 ----------------- GRANITE ROCK COMPANY IN SANTA CRUZ COUNTY, ON ROUTE 17 5225 HELLYER AVENUE, STE 220 IN SANTA CRUZ BETWEEN 0.74 MI NORTH SAN JOSE, CA 95138 ROUTE 1/17 SEPARATION AND SIMS ROAD BEULAH PARK UNDERCROSSING FED. AID NO. ACNH-PP01-7(112)E STORM WATER MITIGATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 500.0000 500.00 0.750 375 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,750.0000 770,000.00 4.000 7,000.00 135.000 236,250 004 CONSTRUCTION AREA SIGNS LS 7,995.0000 7,995.00 0.762 6,092 005 TRAFFIC CONTROL SYSTEM LS 151,000.0000 151,000.00 0.010 1,510.00 0.310 46,810 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 5,730.00 14,194.000 14,194 007 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 840.00 16.000 640 008 TEMPORARY PAVEMENT MARKER EA 2.5000 925.00 635.000 1,587 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 24,200.0000 24,200.00 0.010 242.00 0.310 7,502 010 TEMPORARY RAILING (TYPE K) LF 22.0000 35,200.00 2,180.000 47,960 011 TEMPORARY CRASH CUSHION MODULE EA 650.0000 9,100.00 0.000 0 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 3,000.0000 3,000.00 1.000 3,000 SYSTEM 013 TEMPORARY TRAFFIC SCREEN LF 4.0000 6,400.00 1,600.000 6,400 014 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.010 150.00 0.310 4,650 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 0.620 1,116 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 2.000 1,000.00 8.000 4,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 7,500.00 2.000 500.00 4.000 1,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 MOVE-IN/MOVE-OUT EA 950.0000 14,250.00 3.000 2,850 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 34,270.00 2,777.000 3,193 (BONDED FIBER MATRIX) 021 TEMPORARY CHECK DAM LF 8.5000 2,550.00 328.000 2,788 022 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 2,660.00 13.000 1,235 PROGRAM CAS145 PAGE 2 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6004 TIME 09:27 AM ESTIMATE NO. 013 BID OPENING 08/31/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 3.0200 4,711.20 352.000 1,063.04 1,255.000 3,790 024 TEMPORARY GRAVEL BAG BERM LF 6.5000 10,075.00 1,045.000 6,792 025 TEMPORARY LARGE SEDIMENT BARRIER LF 4.3500 11,745.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,800.0000 11,400.00 2.000 7,600 027 STREET SWEEPING LS 1,500.0000 1,500.00 0.010 15.00 0.310 465 028 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 029 TEMPORARY FENCE (TYPE ESA) LF 3.1000 6,045.00 1,950.000 6,045 030 REMOVE FLARED END SECTION EA 100.0000 400.00 4.000 400 031 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 2,292.00 5,348.000 2,139 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 2,529.00 4,109.000 1,849 033 REMOVE PAVEMENT MARKER EA 3.0000 1,260.00 453.000 1,359 034 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 3,360.00 420.000 3,360 035 REMOVE CULVERT (LF) LF 45.0000 5,850.00 135.000 6,075 036 REMOVE INLET EA 1,600.0000 3,200.00 2.000 3,200 037 SALVAGE DOWNDRAIN EA 2,250.0000 4,500.00 2.000 4,500 038 RESET MARKER EA 35.0000 105.00 0.000 0 039 ADJUST INLET EA 2,500.0000 2,500.00 0.000 0 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 7.0000 13,860.00 0.000 0 041 REMOVE CONCRETE (CY) CY 220.0000 6,600.00 30.000 6,600 042 CLEANING, INSPECTING, AND PREPARING LF 100.0000 20,000.00 0.000 0 CULVERT (LF) 043 18" CURED-IN-PLACE PIPELINER LF 440.0000 88,000.00 0.000 0 044 CLEARING AND GRUBBING (ACRE) ACRE 79,730.0000 295,001.00 4.420 352,406 045 DEVELOP WATER SUPPLY LS 6,000.0000 6,000.00 0.500 3,000 046 ROADWAY EXCAVATION CY 110.0000 22,000.00 193.000 21,230 047 ROADWAY EXCAVATION (TYPE Z-2) CY 270.0000 202,500.00 750.000 202,500 (AERIALLY DEPOSITED LEAD) 048 ROADWAY EXCAVATION (TYPE A) CY 130.0000 15,600.00 120.000 15,600 049 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 170.0000 153,000.00 900.000 153,000 PROGRAM CAS145 PAGE 3 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6004 TIME 09:27 AM ESTIMATE NO. 013 BID OPENING 08/31/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 85.0000 85,000.00 964.800 82,008 051 DITCH EXCAVATION (TYPE Z-2) CY 320.0000 5,760.00 18.000 5,760 (AERIALLY DEPOSITED LEAD) 052 VEGETATION CONTROL (TYPE 1) ACRE 5,000.0000 9,500.00 0.000 0 053 VEGETATION CONTROL (TYPE 2) ACRE 20,454.0000 134,996.40 0.000 0 054 WILLOW POLE CUTTINGS EA 46.0000 47,840.00 1,040.000 47,840 055 WILLOW CUTTINGS EA 65.0000 5,200.00 80.000 5,200 056 WILLOW FASCINES LF 25.0000 12,500.00 0.000 0 057 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,250.0000 7,500.00 1.000 1,250.00 4.000 5,000 058 PERMANENT EROSION CONTROL ESTABLISHMENT LS 16,500.0000 16,500.00 0.000 0 WORK 059 IMPORTED TOPSOIL (CY) CY 51.0000 19,890.00 0.000 0 060 DUFF ACRE 4,050.0000 1,620.00 0.000 0 061 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 9,790.00 9,000.000 4,950.00 9,000.000 4,950 (TYPE A) 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6700 63,315.00 129,087.000 86,488 (TYPE B) 063 HYDROMULCH SQFT 0.1000 1,130.00 0.000 0 064 FIBER ROLLS LF 2.5000 39,000.00 700.000 1,750.00 700.000 1,750 065 COMPOST SOCK LF 7.0000 47,110.00 0.000 0 066 HYDROSEED SQFT 0.1700 20,230.00 103,860.000 17,656 067 COMPOST SQFT 0.3100 30,659.00 103,860.000 32,196 068 INCORPORATE MATERIALS SQFT 0.3000 5,340.00 0.000 0 069 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 47,600.00 50.600 8,602 070 HOT MIX ASPHALT (TYPE A) TON 145.0000 44,950.00 218.000 31,610 071 HOT MIX ASPHALT-OPEN GRADED TON 175.0000 40,250.00 0.000 0 (OPEN GRADED FRICTION COURSE) 072 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.1000 4,154.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 256.00 0.000 0 074 TACK COAT TON 1,000.0000 1,000.00 0.800 800 075 MINOR CONCRETE (MINOR STRUCTURE) CY 3,000.0000 57,000.00 0.700 2,100.00 19.000 57,000 076 MINOR CONCRETE (BACKFILL) CY 500.0000 21,000.00 45.000 22,500.00 72.000 36,000 PROGRAM CAS145 PAGE 4 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6004 TIME 09:27 AM ESTIMATE NO. 013 BID OPENING 08/31/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROCK STAIN SQFT 1.0000 6,380.00 0.000 0 078 18" HIGH DENSITY POLYETHYLENE PIPE LF 162.0000 225,180.00 1,076.000 174,312 079 36" REINFORCED CONCRETE PIPE LF 450.0000 23,850.00 11.600 5,220.00 53.000 23,850 080 18" PERFORATED PLASTIC PIPE UNDERDRAIN LF 90.0000 115,200.00 1,246.000 112,140 081 18" HIGH DENSITY POLYETHYLENE PIPE LF 400.0000 220,000.00 221.000 88,400.00 550.000 220,000 DOWNDRAIN 082 ROCK ANCHORAGE SYSTEM EA 2,513.0000 138,215.00 9.000 22,617.00 21.000 52,773 083 ROCK SLOPE PROTECTION CY 226.0000 268,940.00 1,346.600 304,331 (1/2 T, METHOD A) (CY) 084 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 159.0000 144,690.00 675.100 107,340 (CY) 085 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 44,700.00 2,633.500 26,335 086 MISCELLANEOUS IRON AND STEEL LB 4.0000 31,040.00 7,763.000 31,052 (F) 087 ANCHORED DOUBLE TWISTED WIRE MESH SYSTEM SQYD 36.0000 354,960.00 11,865.700 427,165 088 ROCK DOWELS EA 770.0000 870,100.00 1,253.000 964,810 089 WROUGHT IRON FENCE (8' HIGH) LF 185.0000 14,800.00 0.000 0 090 DELINEATOR (CLASS 1) EA 65.0000 650.00 0.000 0 091 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 1,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 092 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 4,250.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 093 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 630.00 0.000 0 094 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 385.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q6004 TIME 09:27 AM ESTIMATE NO. 013 BID OPENING 08/31/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/18 R.E. NAME: DEVIN PORR DATE OF THIS ESTIMATE 03/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 160,267.04 4,065,525.48 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,117.29 106,950.06 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 170,384.33 4,172,475.54 095 MOBILIZATION LS 396,900.0000 396,900.00 1.000 396,900 ORIGINAL CONTRACT AMOUNT 5,664,663.60 TOTAL WORK COMPLETED 170,384.33 4,569,375.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 170,384.33 4,569,375.54 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 10/28/16 690 12/22/16 06/12/17 06/10/19 137 171 0 0 75% 20% PROGRESS IS SATISFACTORY DEVIN PORR RESIDENT ENGINEER PROGRAM CAS145 DATE 03/27/18