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 01/21/20 EST. NO. 011 TIME 02:54 PM R.E. NAME: FELIX VAQUILAR 06-0T2904 --------------------------------------------------------------------------- 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 01/21/20 EST. NO. 011 TIME 02:54 PM R.E. NAME: FELIX VAQUILAR 06-0T2904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PAYROLL -10,000.00 002 MISSING PAYROLL -10,000.00 003 REC'D PAYROLL EST.03 10,000.00 004 MISSING PAYROLL -10,000.00 008 REC'D PAYROLL EST.02 10,000.00 008 MISSING PAYROLL -10,000.00 009 MISSING PAYROLL -10,000.00 010 MISSING PAYROLL -10,000.00 011 REC'D PAYROLL EST.09 10,000.00 011 REC'D PAYROLL EST.10 10,000.00 011 10,000.00 -20,000.00 TOTAL DEDUCTIONS 10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 01/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2904 TIME 02:54 PM ESTIMATE NO. 011 BID OPENING 12/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: FELIX VAQUILAR DATE OF THIS ESTIMATE 01/21/20 LOCATION PROGRESS ESTIMATE 06-KIN-198-R8.3/R19.4 ----------------- BOSCO CONSTRUCTORS INC. IN AND NEAR LEMOORE FROM 0.6 MI 21353 MAYALL ST WEST OF ROUTE 41/198 SEPARATION TO CHATSWORTH CA 91311 0.4 MI EAST OF 10TH AVE OVERCROSSING FED. AID NO. ACNH-P198(80)E ROADSIDE SAFETY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,577.7800 1,577.78 1.000 1,577 002 CONSTRUCTION AREA SIGNS LS 59,955.4500 59,955.45 0.031 1,858.62 1.000 59,955 003 TRAFFIC CONTROL SYSTEM LS 228,777.3800 228,777.38 0.031 7,092.10 1.000 228,777 004 CHANNELIZER (SURFACE MOUNTED) EA 47.3300 2,366.50 50.000 2,366 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,576.2900 3,576.29 0.031 110.86 1.000 3,576 006 TEMPORARY RAILING (TYPE K) LF 21.0400 65,644.80 3,120.000 65,644 007 TEMPORARY CRASH CUSHION MODULE EA 262.9600 36,814.40 140.000 36,814 008 JOB SITE MANAGEMENT LS 13,674.0500 13,674.05 0.115 1,572.52 1.000 13,674 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 3,155.5500 3,155.55 0.046 145.16 0.900 2,840 010 MOVE-IN/MOVE-OUT EA 1,577.7800 3,155.56 2.000 3,155.56 2.000 3,155 (TEMPORARY EROSION CONTROL) 011 TEMPORARY HYDRAULIC MULCH SQYD 1.4200 9,301.00 0.000 0 (BONDED FIBER MATRIX) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 299.7800 32,975.80 102.000 30,577 013 TEMPORARY SILT FENCE LF 6.4700 7,505.20 285.000 1,843 014 TEMPORARY CONCRETE WASHOUT LS 3,439.5500 3,439.55 0.031 106.63 1.000 3,439 015 TREATED WOOD WASTE LB 0.5300 8,109.00 27,960.000 14,818 016 CLEARING AND GRUBBING (LS) LS 84,250.9300 84,250.93 1.000 84,250 017 ROADWAY EXCAVATION CY 108.1700 246,627.60 443.800 48,005.85 2,280.190 246,648 018 ROADWAY EXCAVATION (TYPE Z-2) CY 241.7200 77,350.40 308.800 74,643 (AERIALLY DEPOSITED LEAD) 019 MAINTAIN EXISTING PLANTED AREAS LS 14,557.6000 14,557.60 1.000 14,557 020 WOOD MULCH CY 36.8100 18,405.00 373.500 13,748 021 CHECK AND TEST EXISTING IRRIGATION LS 13,989.6100 13,989.61 1.000 13,989 FACILITIES 022 OPERATE EXISTING IRRIGATION FACILITIES LS 2,629.6300 2,629.63 0.115 302.41 1.000 2,629 PROGRAM CAS145 PAGE 2 DATE 01/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2904 TIME 02:54 PM ESTIMATE NO. 011 BID OPENING 12/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: FELIX VAQUILAR DATE OF THIS ESTIMATE 01/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTROL AND NEUTRAL CONDUCTORS LS 22,614.7800 22,614.78 0.150 3,392.22 1.000 22,614 (ARMOR-CLAD) 024 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 89.4100 3,486.99 0.000 0 025 RISER SPRINKLER ASSEMBLY EA 120.9600 725.76 8.000 967 026 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 17.3600 15,624.00 0.000 0 (F) LINE) 027 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 22.3500 9,834.00 -11.000 -245.85 440.000 9,834 (F) LINE) 028 3" PLASTIC PIPE (CLASS 315) LF 31.7700 38,854.71 -423.000 -13,438.71 1,223.000 38,854 (F) (SUPPLY LINE) 029 12" CORRUGATED HIGH DENSITY LF 4.8900 5,726.19 101.000 493.89 1,171.000 5,726 (F) POLYETHYLENE PIPE CONDUIT 030 4" WELDED STEEL PIPE CONDUIT LF 10.5200 294.56 14.000 147.28 14.000 147 031 DRY SEED (SQFT) SQFT 0.1300 1,093.30 11,410.000 1,483 032 HYDROMULCH SQFT 0.1300 1,093.30 11,410.000 1,483 033 CLASS 2 AGGREGATE BASE (CY) CY 80.7000 47,613.00 457.770 36,942 034 HOT MIX ASPHALT (TYPE A) TON 212.2400 154,935.20 550.810 116,903 035 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.5700 197.10 14.000 91 036 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.5700 4,073.40 0.000 0 037 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.5700 4,927.50 776.000 5,098.32 776.000 5,098 038 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.5700 466.47 14.000 91 039 PLACE HOT MIX ASPHALT SQYD 82.8300 4,141.50 49.760 4,121 (MISCELLANEOUS AREA) 040 TACK COAT TON 938.8818 1,032.77 0.230 215.94 0.460 431 041 REMOVE ASPHALT CONCRETE DIKE LF 2.3900 5,449.20 2,276.200 5,440 042 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,851.5100 46,287.75 25.000 46,287 PILE (SIGN FOUNDATION) 043 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,727.1900 20,726.28 7.000 12,090 (F) 044 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4700 88,121.70 16,100.000 88,067 (F) 045 INSTALL SIGN STRUCTURE (TRUSS) LB 6.5200 105,037.20 16,100.000 104,972 (F) 046 REMOVE SIGN STRUCTURE (EA) EA 13,909.6600 13,909.66 1.000 13,909 047 18" REINFORCED CONCRETE PIPE LF 28.4000 22,720.00 793.000 22,521 048 REMOVE OVERSIDE DRAIN EA 525.9300 3,155.58 7.000 3,681 049 SLOPE PAVING (CONCRETE) CY 497.1200 84,510.40 191.100 94,999 PROGRAM CAS145 PAGE 3 DATE 01/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2904 TIME 02:54 PM ESTIMATE NO. 011 BID OPENING 12/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: FELIX VAQUILAR DATE OF THIS ESTIMATE 01/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SLOPE PAVING (CONCRETE, TEXTURED) CY 928.7900 362,228.10 393.900 365,850 051 MINOR CONCRETE (CURB) (CY) CY 428.3100 77,095.80 173.420 74,277 052 MINOR CONCRETE (MISCELLANEOUS CY 1,183.5400 7,101.24 3.420 4,047 CONSTRUCTION) 053 MINOR CONCRETE (TEXTURED PAVING) CY 766.6100 1,234,242.10 1,625.580 1,246,185 054 MISCELLANEOUS IRON AND STEEL LB 3.1600 5,150.80 652.000 2,060.32 1,630.000 5,150 (F) 055 PREPARE AND PAINT CONCRETE SQFT 5.5700 109,729.00 17,886.060 99,625 056 ANTI-GRAFFITI COATING SQFT 2.6400 115,632.00 46,416.620 122,539 (F) 057 4' CHAIN LINK GATE (TYPE CL-6) EA 1,157.0400 1,157.04 1.000 1,157 058 RECONSTRUCT CHAIN LINK FENCE LF 33.6600 2,861.10 85.000 2,861 059 REMOVE DELINEATOR EA 5.2600 483.92 72.000 378 060 DELINEATOR (CLASS 1) EA 68.3700 10,255.50 144.000 9,845 061 REMOVE ROADSIDE SIGN EA 105.1900 631.14 6.000 631 062 RESET ROADSIDE SIGN EA 157.7800 1,262.24 8.000 1,262 063 RELOCATE ROADSIDE SIGN EA 210.3700 5,469.62 3.000 631 064 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 368.1500 73,630.00 200.000 73,630 FOR RETROREFLECTIVE SHEETING (TYPE XI) 065 FURNISH LAMINATED PANEL SIGN (2 1/2" SQFT 36.8100 6,257.70 170.000 6,257 - TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 066 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7800 157.80 9.220 145 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 067 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.7800 157.80 10.000 157 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.8800 4,112.40 225.000 4,023 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.2600 3,261.20 614.220 3,230 070 ROADSIDE SIGN - ONE POST EA 525.9300 525.93 1.000 525 071 ROADSIDE SIGN - TWO POST EA 1,051.8500 7,362.95 7.000 7,362 072 INSTALL ROADSIDE SIGN EA 3,681.4800 3,681.48 1.000 3,681 (LAMINATED WOOD BOX POST) 073 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,629.6300 5,259.26 2.000 5,259 074 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0300 20,077.70 400.000 13,612 PROGRAM CAS145 PAGE 4 DATE 01/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2904 TIME 02:54 PM ESTIMATE NO. 011 BID OPENING 12/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: FELIX VAQUILAR DATE OF THIS ESTIMATE 01/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.5500 65,833.00 35.990 2,755.03 421.310 32,251 076 TRANSITION RAILING (TYPE WB-31) EA 4,030.6900 16,122.76 3.000 12,092 077 END ANCHOR ASSEMBLY (TYPE SFT) EA 820.4400 1,640.88 1.000 820 078 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,264.9400 13,059.76 3.000 9,794 079 CONCRETE BARRIER (TYPE 60M) MODIFIED LF 145.0800 46,425.60 22.000 3,191.76 363.000 52,664 080 CONCRETE BARRIER (TYPE 60SD) LF 254.8400 155,452.40 16.000 4,077.44 699.800 178,337 081 REMOVE GUARDRAIL LF 9.4700 9,564.70 1,058.000 10,019 082 REMOVE CRASH CUSHION (SAND FILLED) EA 1,901.7400 1,901.74 1.000 1,901 083 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,366.6600 2,366.66 0.246 582.20 1.000 2,366 SYSTEM ELEMENTS DURING CONSTRUCTION 084 TRAFFIC MONITORING STATION SYSTEM LS 56,063.6100 56,063.61 1.000 56,063 085 MODIFYING EXISTING ELECTRICAL SYSTEM LS 40,391.0400 40,391.04 0.707 28,556 PROGRAM CAS145 PAGE 5 DATE 01/21/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0T2904 TIME 02:54 PM ESTIMATE NO. 011 BID OPENING 12/19/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/20 R.E. NAME: FELIX VAQUILAR DATE OF THIS ESTIMATE 01/21/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 70,679.55 3,993,489.83 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 70,679.55 3,993,489.83 086 MOBILIZATION LS 333,419.8800 333,419.88 1.000 333,419 ORIGINAL CONTRACT AMOUNT 4,444,517.23 TOTAL WORK COMPLETED 70,679.55 4,326,909.71 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -20,000.00 TOTAL 80,679.55 4,306,909.71 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 01/30/19 130 02/14/19 02/14/19 01/20/20 126 102 0 0 95% 97% PROGRESS IS SATISFACTORY FELIX VAQUILAR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/20