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 02/24/20 EST. NO. 009 TIME 01:37 PM R.E. NAME: BERTHA ROMAN 05-1C6704 --------------------------------------------------------------------------- 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 0004 2,362.56 E.W. @ F.A.(+) 121019 N 0033.0 0005 8,762.58 012520 N 0034.0 002 0001-1 -2,200.00 E.W. @ F.A.(+) 063019 Y 0007.0 DAO CORRECTING ENTRY 0001-2 1,000.00 063019 Y 0007.0 DAO CORRECTING ENTRY 9,925.14 TOTAL THIS ESTIMATE 15,560.12 TOTAL PREVIOUS ESTIMATE 25,485.26 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 02/24/20 EST. NO. 009 TIME 01:37 PM R.E. NAME: BERTHA ROMAN 05-1C6704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ELIMINATE 3 CAS -850.00 001 ELIMINATE 3 CAS -850.00 002 ELIMINATE 3 CAS 850.00 003 WPCP 20% PERF FAIL -23,805.95 004 WPCP 20% PERF FAIL 23,805.95 008 0.00 -850.00 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 004 RECD PAYROLLS 2,000.00 005 MISS PAYROLLS -2,000.00 009 RECD PAYROLLS 2,000.00 009 0.00 0.00 TOTAL DEDUCTIONS 0.00 -850.00 PROGRAM CAS145 PAGE 1 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 LOCATION PROGRESS ESTIMATE 05-SCR-17-0.2/0.5 ----------------- GRANITE ROCK COMPANY IN SANTA CRUZ FROM 0.5 TO 0.3 MI. 5225 HELLYER AVENUE SOUTH OF PASATIEMPO OVERCROSSING SAN JOSE CA 95138 DRIVE FED. AID NO. HSNH-P017(115)E SHOULDER WIDENING AND SOIL NAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,700.0000 5,700.00 1.000 5,700 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,000.0000 1,000.00 0.250 250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 360,000.00 106.000 190,800 004 CONSTRUCTION AREA SIGNS LS 5,700.0000 5,700.00 0.729 4,155 005 TRAFFIC CONTROL SYSTEM LS 32,650.0000 32,650.00 0.165 5,387 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 18,480.00 4,698.000 18,792 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.2500 1,980.00 198.000 1,633 008 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 350.00 10.000 350 009 TEMPORARY PAVEMENT MARKER EA 5.1500 824.00 151.000 777 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 16,000.0000 16,000.00 0.448 7,168 011 TEMPORARY RAILING (TYPE K) LF 35.0000 46,900.00 1,340.000 46,900 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,500.0000 7,500.00 1.000 7,500 SYSTEM 013 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.461 11,525 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 015 TEMPORARY HYDRAULIC MULCH SQYD 1.2500 7,562.50 4,582.000 5,727.50 4,582.000 5,727 (BONDED FIBER MATRIX) 016 TEMPORARY DRAINAGE INLET PROTECTION EA 312.0000 5,304.00 4.000 1,248 017 TEMPORARY FIBER ROLL LF 9.0000 8,100.00 150.000 1,350 018 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000 019 STREET SWEEPING LS 5,000.0000 5,000.00 0.000 0 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.200 1,000 021 TREATED WOOD WASTE LB 0.3500 1,620.50 3,577.000 1,251 022 TEMPORARY HIGH-VISIBILITY FENCE LF 15.0000 5,100.00 233.000 3,495 PROGRAM CAS145 PAGE 2 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 90,200.0000 90,200.00 1.000 90,200 024 ROADWAY EXCAVATION CY 53.0000 210,410.00 3,970.000 210,410 025 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 103,575.00 817.000 61,275 (F) 026 STRUCTURE BACKFILL (SLURRY CEMENT) CY 240.0000 2,160.00 0.000 0 (F) 027 STRUCTURE BACKFILL (RETAINING WALL) CY 245.0000 104,125.00 0.000 0 (F) 028 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 230.0000 41,630.00 255.000 58,650 (F) 029 LEAN CONCRETE BACKFILL CY 255.0000 15,045.00 68.000 17,340 (F) 030 ROADSIDE CLEARING LS 5,000.0000 5,000.00 0.000 0 031 WEED GERMINATION SQYD 6.0000 11,040.00 0.000 0 032 SOIL AMENDMENT CY 152.0000 562.40 0.000 0 033 VINE CABLE GUY EA 235.0000 9,165.00 0.000 0 034 ORGANIC FERTILIZER LB 5.0000 215.00 0.000 0 035 PLANT (GROUP A) EA 30.0000 6,900.00 0.000 0 036 PLANT ESTABLISHMENT WORK LS 24,400.0000 24,400.00 0.000 0 037 WOOD MULCH CY 122.0000 2,196.00 0.000 0 038 CHECK AND TEST EXISTING IRRIGATION LS 4,060.0000 4,060.00 0.000 0 FACILITIES 039 REMOVE IRRIGATION FACILITY LS 7,600.0000 7,600.00 0.000 0 040 CONTROL AND NEUTRAL CONDUCTORS LS 30,450.0000 30,450.00 0.000 0 041 1" REMOTE CONTROL VALVE EA 660.0000 2,640.00 0.000 0 042 1" WYE STRAINER ASSEMBLY EA 400.0000 400.00 0.000 0 043 16-18 STATION IRRIGATION CONTROLLER EA 5,000.0000 5,000.00 0.000 0 (WALL MOUNTED) 044 3/4" GALVANIZED STEEL PIPE (SUPPLY LINE LF 36.0000 1,476.00 0.000 0 (F) ON BRIDGE) 045 2" GALVANIZED STEEL PIPE LF 46.0000 1,932.00 0.000 0 (F) (SUPPLY LINE ON BRIDGE) 046 IRRIGATION CONTROLLER ENCLOSURE EA 4,675.0000 4,675.00 0.000 0 CABINET 047 2" BACKFLOW PREVENTER ASSEMBLY EA 7,625.0000 7,625.00 0.000 0 048 FLOW SENSOR EA 1,270.0000 1,270.00 0.000 0 049 RISER SPRINKLER ASSEMBLY EA 31.0000 7,130.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 2" GATE VALVE EA 432.0000 1,296.00 0.000 0 051 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 8,050.00 0.000 0 (F) LINE) 052 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 3,060.00 0.000 0 (F) (SUPPLY LINE) 053 2" PLASTIC PIPE (CLASS 315) LF 7.0000 13,720.00 0.000 0 (F) (SUPPLY LINE) 054 1" COMBINATION AIR RELEASE VALVE EA 760.0000 3,800.00 0.000 0 055 BALL VALVE EA 355.0000 355.00 0.000 0 056 8" ABS COMPOSITE PIPE CONDUIT LF 300.0000 7,500.00 0.000 0 057 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 7,150.00 0.000 0 (JUTE MESH) 058 HYDROSEED SQFT 0.4000 6,520.00 0.000 0 059 COMPOST (CY) CY 130.0000 6,500.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 72.0000 73,440.00 0.000 0 061 HOT MIX ASPHALT (TYPE A) TON 110.0000 83,600.00 0.000 0 062 HOT MIX ASPHALT-OPEN GRADED TON 275.0000 30,250.00 20.840 5,731 (OPEN GRADED FRICTION COURSE) 063 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 90.0000 4,500.00 0.000 0 064 TACK COAT TON 1,500.0000 1,650.00 0.100 150 065 GROUND ANCHOR (VERTICAL) EA 3,200.0000 73,600.00 0.000 0 066 SOIL NAIL LF 35.0000 451,710.00 12,778.000 447,230 067 STEEL SOLDIER PILE (HP 12 X 53) LF 93.0000 9,765.00 0.000 0 068 STEEL SOLDIER PILE (W 14 X 211) LF 200.0000 240,000.00 1,200.000 240,000 069 24" DRILLED HOLE LF 260.0000 26,000.00 100.000 26,000 070 30" DRILLED HOLE LF 144.0000 168,192.00 1,566.830 225,623 071 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,750.0000 68,750.00 25.000 68,750 PILE (SIGN FOUNDATION) 072 STRUCTURAL CONCRETE, WALL FACING CY 1,260.0000 573,300.00 0.000 0 (F) 073 STRUCTURAL CONCRETE, RETAINING WALL CY 795.0000 245,655.00 0.000 0 (F) 074 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,535.0000 35,305.00 0.000 0 (F) 075 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,890.0000 170,510.00 8.990 25,981.10 32.470 93,838 (F) 076 MINOR CONCRETE (MINOR STRUCTURE) CY 2,300.0000 13,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CONCRETE SURFACE TEXTURE (DRY STACK) SQFT 16.0000 98,864.00 0.000 0 (F) 078 BAR REINFORCING STEEL (WALL FACING) LB 1.6000 81,196.80 0.000 0 (F) 079 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 38,247.00 0.000 0 (F) 080 STRUCTURAL SHOTCRETE CY 1,040.0000 86,320.00 83.000 86,320 (F) 081 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5000 97,110.00 0.000 0 (F) 082 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 6,474.00 0.000 0 (F) 083 REMOVE SIGN STRUCTURE (EA) EA 5,630.0000 5,630.00 1.000 5,630 084 TIMBER LAGGING MFBM 10,700.0000 107,000.00 13.500 144,450 (F) 085 CLEAN AND PAINT STEEL SOLDIER PILING LS 61,000.0000 61,000.00 1.000 61,000 086 18" ALTERNATIVE PIPE CULVERT LF 110.0000 3,410.00 0.000 0 087 24" ALTERNATIVE PIPE CULVERT LF 125.0000 93,750.00 26.000 3,250.00 514.200 64,275 088 36" REINFORCED CONCRETE PIPE LF 450.0000 7,200.00 0.000 0 089 GEOCOMPOSITE DRAIN SQFT 21.0000 42,378.00 1,806.000 37,926 090 FURNISH AND INSTALL DRAIN PIPE LF 3.0000 2,244.00 1,240.000 3,720 (HORIZONTAL DRAIN) 091 DRILL HOLE (HORIZONTAL DRAIN) LF 21.0000 15,708.00 1,147.000 24,087 092 REMOVE CULVERT (LF) LF 46.0000 11,040.00 0.000 0 093 REMOVE INLET EA 655.0000 2,620.00 3.000 1,965 094 MINOR CONCRETE (CURB) (LF) LF 156.0000 6,084.00 0.000 0 095 MINOR CONCRETE (GUTTER) (LF) LF 120.0000 91,680.00 0.000 0 096 MISCELLANEOUS IRON AND STEEL LB 1.5000 14,889.00 236.000 354 (F) 097 PREPARE AND PAINT CONCRETE SQFT 8.0000 49,432.00 0.000 0 098 STAIN GALVANIZED SURFACES (LS) LS 12,550.0000 12,550.00 0.000 0 099 CHAIN LINK FENCE (TYPE CL-6) LF 22.0000 18,040.00 0.000 0 100 REMOVE FENCE LF 9.5000 4,180.00 0.000 0 101 REMOVE PAVEMENT MARKER EA 3.0000 720.00 151.000 453 102 GUARD RAILING DELINEATOR EA 30.0000 120.00 0.000 0 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 850.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 OBJECT MARKER (TYPE L) EA 50.0000 50.00 0.000 0 105 REMOVE ROADSIDE SIGN EA 100.0000 900.00 8.000 800 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.5000 6,785.00 0.000 0 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 126.00 0.000 0 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 327.75 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 202.50 0.000 0 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7500 913.00 0.000 0 (0.063"-FRAMED) 111 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 1,105.00 0.000 0 112 METAL (ROADSIDE SIGN) LB 15.0000 9,000.00 0.000 0 113 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0 114 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 0.000 0 METHOD) 115 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 218.0000 10,900.00 0.000 0 116 CABLE RAILING LF 38.0000 30,476.00 0.000 0 (F) 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,176.0000 2,176.00 0.000 0 118 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 100.0000 80,200.00 0.000 0 119 CONCRETE BARRIER (TYPE 742B) LF 1,400.0000 5,600.00 0.000 0 (F) 120 CONCRETE BARRIER (TYPE 742 MODIFIED) LF 275.0000 10,175.00 0.000 0 (F) 121 REMOVE GUARDRAIL LF 16.0000 4,320.00 262.500 4,200 122 THERMOPLASTIC PAVEMENT MARKING SQFT 11.5000 2,760.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 1,064.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 124 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,424.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 442.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 126 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 3,612.00 2,768.000 3,321 128 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 480.00 198.000 396 PROGRAM CAS145 PAGE 6 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 12" RUMBLE STRIP STA 860.0000 9,460.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 130 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,330.0000 1,330.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 131 MODIFYING EXISTING ELECTRICAL SYSTEM LS 127,245.0000 127,245.00 0.036 4,580 PROGRAM CAS145 PAGE 7 DATE 02/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C6704 TIME 01:37 PM ESTIMATE NO. 009 BID OPENING 01/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/20 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 02/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 34,958.60 2,310,562.39 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 9,925.14 25,485.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 44,883.74 2,336,047.65 132 MOBILIZATION LS 443,000.0000 443,000.00 0.950 420,850 ORIGINAL CONTRACT AMOUNT 5,316,820.45 TOTAL WORK COMPLETED 44,883.74 2,756,897.65 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -850.00 TOTAL 44,883.74 2,756,047.65 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 03/04/19 230 05/01/19 00/00/00 06/10/20 55 0 0 0 58% 24% PROGRESS IS SATISFACTORY BERTHA ROMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/24/20