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 04/18/17 EST. NO. 020 TIME 02:02 PM R.E. NAME: BEACH, KATIE 05-0Q5904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0004 1,302.11 E.W. @ F.A.(+) 111816 N 53 0 1,302.11 TOTAL THIS ESTIMATE 127,261.83 TOTAL PREVIOUS ESTIMATE 128,563.94 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 04/18/17 EST. NO. 020 TIME 02:02 PM R.E. NAME: BEACH, KATIE 05-0Q5904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANT 3 LDS @ $3K/DAY -9,000.00 007 RTN 3 LDS @ $3K/DAY 9,000.00 012 0.00 0.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -5,000.00 008 RECD PAYROLLS #08 5,000.00 013 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/18/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q5904 TIME 02:02 PM ESTIMATE NO. 020 BID OPENING 08/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/16 R.E. NAME: BEACH, KATIE DATE OF THIS ESTIMATE 04/18/17 LOCATION FINAL ESTIMATE 05-SCR-9-3.8/18.7 -------------- GRANITE ROCK COMPANY IN SANTA CRUZ COUNTY AT AND NEAR 120 GRANITE ROCK WAY BOULDER CREEK AT VARIOUS LOCATIONS SAN JOSE CA 95136 FROM 0.9 MILE SOUTH OF GLENGARRY ROAD TO 0.2 MILE NORTH OF MCGAFFIGAN MILL ROAD FED. AID NO. STP-S009(20)E POLLUTION SOURCE CONTROL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,250.0000 1,250.00 1.000 1,250 002 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 003 TRAFFIC CONTROL SYSTEM LS 46,000.0000 46,000.00 1.000 46,000 004 TYPE III BARRICADE EA 60.0000 480.00 8.000 480 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 17,500.0000 17,500.00 1.000 17,500 006 JOB SITE MANAGEMENT LS 36,000.0000 36,000.00 1.000 36,000 007 PREPARE WATER POLLUTION CONTROL PROGRAM LS 595.0000 595.00 1.000 595 008 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 825.00 3.000 825 009 TEMPORARY FIBER ROLL LF 8.5000 2,550.00 290.000 2,465 010 TEMPORARY LARGE SEDIMENT BARRIER LF 48.0000 18,240.00 380.000 18,240 011 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 012 TEMPORARY FENCE (TYPE ESA) LF 7.7000 2,695.00 315.000 2,425 013 TREATED WOOD WASTE LB 1.0000 2,460.00 6,040.000 6,040 014 REMOVE MARKER EA 50.0000 200.00 4.000 200 015 REMOVE GUARDRAIL LF 15.0000 2,700.00 180.000 2,700 016 REMOVE ASPHALT CONCRETE DIKE LF 5.8500 1,989.00 339.000 1,983 017 REMOVE CULVERT (LF) LF 73.0000 6,205.00 110.500 8,066 018 REMOVE DOWNDRAIN (EA) EA 4,500.0000 4,500.00 0.000 0 019 REMOVE INLET EA 3,000.0000 6,000.00 0.000 0 020 REMOVE DELINEATOR EA 20.0000 100.00 5.000 100 021 SALVAGE CONCRETE BARRIER (TYPE K) LF 25.0000 4,750.00 180.000 4,500 022 RESET MILEPOST MARKER EA 30.0000 150.00 5.000 150 PROGRAM CAS145 PAGE 2 DATE 04/18/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q5904 TIME 02:02 PM ESTIMATE NO. 020 BID OPENING 08/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/16 R.E. NAME: BEACH, KATIE DATE OF THIS ESTIMATE 04/18/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 18.0000 8,820.00 0.000 0 024 CLEANING, INSPECTING, AND PREPARING LF 56.0000 2,464.00 0.000 0 CULVERT (LF) 025 21" CURED-IN-PLACE PIPELINER LF 500.0000 22,000.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 37,750.0000 37,750.00 1.000 37,750 027 ROADWAY EXCAVATION CY 50.0000 126,000.00 2,520.000 126,000 028 STRUCTURE EXCAVATION (BRIDGE) CY 65.0000 8,385.00 129.000 8,385 (F) 029 STRUCTURE BACKFILL (BRIDGE) CY 450.0000 18,450.00 41.000 18,450 (F) 030 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 300.0000 19,800.00 66.000 19,800 (F) 031 LEAN CONCRETE BACKFILL CY 225.0000 26,550.00 118.000 26,550 (F) 032 LANDSCAPE BOULDERS EA 330.0000 19,800.00 42.000 13,860 033 SOIL AMENDMENT CY 150.0000 150.00 1.000 150 034 PACKET FERTILIZER EA 0.5000 115.00 230.000 115 035 PLANT (GROUP M) EA 29.0000 4,930.00 170.000 4,930 036 PLANT (GROUP A) EA 56.0000 1,680.00 30.000 1,680 037 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 1.000 10,000 038 WOOD MULCH CY 150.0000 150.00 1.000 150 039 TREE PROTECTION EA 700.0000 1,400.00 1.000 700 040 ROOT PROTECTOR EA 35.0000 7,000.00 200.000 7,000 041 3/4" DRIP IRRIGATION TUBING LF 3.1000 2,728.00 880.000 2,728 (F) 042 CAM COUPLER ASSEMBLY EA 900.0000 900.00 1.000 900 043 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.3000 1,116.00 201.000 1,869 (F) LINE) 044 HYDROMULCH SQFT 0.6000 4,104.00 6,840.000 4,104 045 FIBER ROLLS LF 49.0000 18,620.00 0.000 0 046 COMPOST SQFT 0.4000 2,736.00 6,840.000 2,736 047 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 25,500.00 164.690 27,997 048 HOT MIX ASPHALT (TYPE A) TON 155.0000 63,550.00 451.080 69,917 049 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 12.0000 2,040.00 170.000 2,040 (PAVING FABRIC) PROGRAM CAS145 PAGE 3 DATE 04/18/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q5904 TIME 02:02 PM ESTIMATE NO. 020 BID OPENING 08/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/16 R.E. NAME: BEACH, KATIE DATE OF THIS ESTIMATE 04/18/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 3,990.00 563.000 3,941 051 PLACE HOT MIX ASPHALT SQYD 190.0000 4,180.00 6.900 1,311 (MISCELLANEOUS AREA) 052 TACK COAT TON 1,250.0000 375.00 0.300 375 053 GROUND ANCHOR (SUBHORIZONTAL) EA 4,200.0000 193,200.00 46.000 193,200 054 STEEL SOLDIER PILE (W 12 X 45) LF 57.5000 81,075.00 1,410.000 81,075 055 36" DRILLED HOLE LF 90.0000 63,450.00 705.000 63,450 056 36" PERMANENT STEEL CASING LF 350.0000 30,100.00 86.000 30,100 057 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 300.0000 16,800.00 56.000 16,800 058 24" CAST-IN-DRILLED-HOLE CONCRETE LF 400.0000 92,000.00 230.000 92,000 PILING (ROCK SOCKET) 059 STRUCTURAL CONCRETE, BRIDGE CY 1,480.0000 214,600.00 145.000 214,600 (F) 060 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,420.0000 103,660.00 73.000 103,660 (F) 061 MINOR CONCRETE (MINOR STRUCTURE) CY 3,700.0000 12,580.00 2.800 10,360 (F) 062 JOINT SEAL (MR 1") LF 195.0000 2,340.00 14.000 2,730 063 BAR REINFORCING STEEL (BRIDGE) LB 1.3900 66,581.00 47,900.000 66,581 (F) 064 TIMBER LAGGING MFBM 8,000.0000 120,000.00 15.000 120,000 (F) 065 CLEAN AND PAINT STEEL SOLDIER PILING LS 98,800.0000 98,800.00 1.000 98,800 066 ROCK STAIN SQFT 3.5000 4,305.00 0.000 0 067 CONCRETE BACKFILL (PIPE TRENCH) CY 475.0000 10,355.00 30.800 14,630 (F) 068 18" PLASTIC PIPE LF 130.0000 3,900.00 28.000 3,640 069 24" PLASTIC PIPE LF 270.0000 4,050.00 16.000 4,320 070 18" REINFORCED CONCRETE PIPE LF 250.0000 14,750.00 56.000 14,000 071 8" ALTERNATIVE PIPE UNDERDRAIN LF 65.0000 13,000.00 200.000 13,000 072 18" PLASTIC PIPE DOWNDRAIN LF 425.0000 19,975.00 14.000 5,950 073 24" PLASTIC PIPE DOWNDRAIN LF 600.0000 8,400.00 0.000 0 074 30" DOWNDRAIN SLIP JOINT EA 7,500.0000 7,500.00 0.000 0 075 18" ANCHOR ASSEMBLY EA 3,000.0000 6,000.00 0.000 0 076 36" CORRUGATED STEEL PIPE INLET LF 750.0000 12,750.00 6.000 4,500 (.109" THICK) PROGRAM CAS145 PAGE 4 DATE 04/18/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q5904 TIME 02:02 PM ESTIMATE NO. 020 BID OPENING 08/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/16 R.E. NAME: BEACH, KATIE DATE OF THIS ESTIMATE 04/18/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250 (F) 078 ROCK SLOPE PROTECTION CY 550.0000 8,250.00 13.400 7,370 (LIGHT, METHOD B) (CY) 079 ROCK SLOPE PROTECTION CY 225.0000 16,425.00 59.600 13,410 (FACING, METHOD B) (CY) 080 SLOPE PAVING (CONCRETE) CY 700.0000 16,100.00 0.000 0 081 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.5000 650.00 165.500 413 082 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,732.00 714.000 1,428 (F) 083 DELINEATOR (CLASS 1) EA 40.0000 280.00 7.000 280 084 CONCRETE BARRIER DELINEATOR, EA 40.0000 400.00 10.000 400 (FLEXIBLE POST) 085 OBJECT MARKER (TYPE P) EA 70.0000 140.00 2.000 140 086 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 120.0000 2,400.00 20.000 2,400 (F) 087 CONCRETE BARRIER (TYPE 732) LF 98.0000 35,280.00 360.000 35,280 (F) 088 THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,120.00 1,580.000 3,160 (SPRAYABLE) 089 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 180.00 36.000 180 PROGRAM CAS145 PAGE 5 DATE 04/18/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0Q5904 TIME 02:02 PM ESTIMATE NO. 020 BID OPENING 08/27/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/16 R.E. NAME: BEACH, KATIE DATE OF THIS ESTIMATE 04/18/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,784,066.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,302.11 128,563.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,302.11 1,912,630.84 090 MOBILIZATION LS 90,000.0000 90,000.00 1.000 90,000 ORIGINAL CONTRACT AMOUNT 1,999,850.00 TOTAL WORK COMPLETED 1,302.11 2,002,630.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,302.11 2,002,630.84 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 10/21/14 400 02/01/15 00/00/00 12/08/16 414 107 14 0 100% 100% BEACH, KATIE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/18/17