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 11/21/19 EST. NO. 015 TIME 01:50 PM R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ 03-0C4724 --------------------------------------------------------------------------- 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 11/21/19 EST. NO. 015 TIME 01:50 PM R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ 03-0C4724 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 10/18 -8,000.00 002 RTM DEDUCT 10/18 8,000.00 003 PER LTR DATED 8/19 -1,000.00 012 MISSING FHWA1391 -10,000.00 013 PER LTR DATED 9/19 -10,000.00 013 PER LTR DATED 10/19 -6,000.00 014 RECIEVED FHWA FORM 10,000.00 015 RELEASE DEDUCT 9/19 10,000.00 015 RELEASE DEDUCT 10/19 6,000.00 015 26,000.00 -1,000.00 TOTAL DEDUCTIONS 26,000.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 LOCATION PROGRESS ESTIMATE 03-YOL-16-20.5/31.6 ----------------- O.C. JONES & SONS, INC. IN YOLO COUNTY NEAR ESPARTO FROM 1520 FOURTH STREET 0.3 MILE WEST TO 0.4 MILE EAST OF BERKELEY CA 94710 COUNTY ROAD 79 AND FROM 0.1 MILE EAST OF PLAINFIELD STREET TO 0.1 MILE EAST OF COUNTY ROAD 90 FED. AID NO. HSST-P016(41)E SHOULDER WIDENING, CURVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 002 TIME-RELATED OVERHEAD (LS) LS 341,000.0000 341,000.00 0.020 6,820.00 1.000 341,000 003 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.020 600.00 1.000 30,000 004 CONSTRUCTION AREA SIGNS LS 17,400.0000 17,400.00 0.700 12,180 005 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.010 2,250.00 0.990 222,750 006 TYPE III BARRICADE EA 100.0000 13,000.00 86.000 8,600.00 130.000 13,000 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.2000 52,360.00 0.000 0 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 12,900.00 439.000 4,390 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7000 69,790.00 134,190.000 93,933 010 TRAFFIC PLASTIC DRUM EA 90.0000 37,800.00 420.000 37,800 011 TEMPORARY PAVEMENT MARKER EA 6.0000 14,820.00 3,584.000 21,504 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.020 600.00 1.000 30,000 013 TEMPORARY RAILING (TYPE K) LF 10.5000 298,200.00 29,200.000 306,600 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,200.0000 109,200.00 26.000 109,200 015 JOB SITE MANAGEMENT LS 80,000.0000 80,000.00 0.020 1,600.00 1.000 80,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 3.000 1,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 75.0000 1,275.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 4.000 2,000 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 18,054.00 98,486.000 50,227 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 3.3600 47,712.00 108.550 364 PROGRAM CAS145 PAGE 2 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 2.6400 528.00 100.000 264 024 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 1,380.00 12.000 1,380 025 TEMPORARY FIBER ROLL LF 2.0400 10,200.00 1,273.000 2,596 026 TEMPORARY SILT FENCE LF 1.5600 71,760.00 8,030.000 12,526 027 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 32,000.00 6.000 19,200 028 STREET SWEEPING LS 175,000.0000 175,000.00 0.020 3,500.00 1.000 175,000 029 TEMPORARY CREEK DIVERSION SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 030 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.020 300.00 1.000 15,000 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 54,150.00 1,930.000 2,895 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.3000 2,136.00 1,100.000 330.00 7,120.000 2,136 033 TEMPORARY HIGH-VISIBILITY FENCE LF 4.0000 1,000.00 248.000 992 034 CLEARING AND GRUBBING (LS) LS 225,000.0000 225,000.00 0.050 11,250.00 1.000 225,000 035 ROADWAY EXCAVATION CY 19.0000 2,109,000.00 3,156.800 59,979.20 111,000.000 2,109,000 036 PACKET FERTILIZER EA 0.5000 75.00 0.000 0 037 PLANT (GROUP M) EA 10.5000 840.00 0.000 0 038 PLANT (GROUP A) EA 18.0000 576.00 0.000 0 039 WOOD MULCH CY 260.0000 2,340.00 0.000 0 040 ROCK MULCH SQFT 5.2600 21,566.00 0.000 0 041 TIME RELEASE WATER ASSEMBLY TUBE EA 48.0000 7,200.00 0.000 0 042 TIME RELEASE WATER ASSEMBLY GEL PACK EA 10.0000 2,900.00 0.000 0 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 5.000 2,500.00 6.000 3,000 044 DRY SEED (SQFT) SQFT 0.0800 1,088.00 4,874.000 389.92 13,506.000 1,080 045 BONDED FIBER MATRIX (SQFT) SQFT 0.1200 168,000.00 1,132,720.000 135,926.40 1,400,000.000 168,000 046 ROLLED EROSION CONTROL PRODUCT SQFT 0.1800 55,080.00 165,979.000 29,876.22 306,000.000 55,080 (JUTE MESH) 047 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 8,432.00 4,874.000 3,021.88 13,506.000 8,373 048 FIBER ROLLS LF 2.0700 7,845.30 3,236.000 6,698.52 3,790.000 7,845 049 COMPOST (CY) CY 50.0000 66,000.00 562.500 28,125.00 1,297.500 64,875 PROGRAM CAS145 PAGE 3 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PERMANENT EROSION CONTROL ESTABLISHMENT LS 15,000.0000 15,000.00 0.000 0 WORK 051 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 2,140,000.00 10,000.000 400,000.00 44,092.400 1,763,696 052 HOT MIX ASPHALT (TYPE A) TON 79.0000 2,030,300.00 3,862.600 305,145.40 26,982.230 2,131,596 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 104.0000 1,913,600.00 6,815.790 708,842.16 12,039.390 1,252,096 054 DATA CORE LS 3,500.0000 3,500.00 0.300 1,050.00 1.000 3,500 055 PLACE HOT MIX ASPHALT SQYD 125.0000 11,500.00 92.000 11,500.00 92.000 11,500 (MISCELLANEOUS AREA) 056 TACK COAT TON 1,000.0000 45,000.00 28.920 28,920.00 45.000 45,000 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 54,120.00 3,884.610 42,730.71 5,631.110 61,942 058 CONTINUOUSLY REINFORCED CONCRETE CY 965.0000 76,235.00 79.000 76,235.00 79.000 76,235 PAVEMENT (TEXTURED PAVING) 059 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 1,023,100.00 783.490 1,018,537 (F) 060 STRUCTURAL CONCRETE, HEADWALL CY 1,800.0000 75,600.00 10.850 19,530.00 41.000 73,800 (F) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,200.0000 73,200.00 40.480 48,576.00 61.000 73,200 (F) 062 MINOR CONCRETE (MINOR STRUCTURE) CY 800.0000 6,400.00 8.000 6,400 (F) 063 BAR REINFORCING STEEL LB 10.7000 1,637.10 153.000 1,637.10 153.000 1,637 (F) 064 BAR REINFORCING STEEL (BOX CULVERT) LB 0.4000 41,660.80 104,152.000 41,660 (F) 065 BRIDGE REMOVAL LS 30,000.0000 30,000.00 1.000 30,000 066 12" ALTERNATIVE PIPE CULVERT LF 150.0000 13,800.00 48.000 7,200.00 92.000 13,800 067 18" ALTERNATIVE PIPE CULVERT LF 85.0000 171,700.00 1,968.800 167,348 068 24" ALTERNATIVE PIPE CULVERT LF 125.0000 136,250.00 1,090.000 136,250 069 30" ALTERNATIVE PIPE CULVERT LF 150.0000 7,200.00 48.000 7,200 070 48" ALTERNATIVE PIPE CULVERT LF 175.0000 21,000.00 120.000 21,000 071 CONCRETE BACKFILL (PIPE TRENCH) CY 300.0000 79,800.00 48.320 14,496.00 266.000 79,800 (F) 072 24" REINFORCED CONCRETE PIPE LF 300.0000 3,000.00 10.000 3,000 073 24" CONCRETE FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 074 12" ALTERNATIVE FLARED END SECTION EA 900.0000 4,500.00 5.000 4,500.00 5.000 4,500 075 18" ALTERNATIVE FLARED END SECTION EA 925.0000 7,400.00 7.000 6,475.00 8.000 7,400 076 24" ALTERNATIVE FLARED END SECTION EA 1,200.0000 6,000.00 4.000 4,800.00 5.000 6,000 PROGRAM CAS145 PAGE 4 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE CULVERT (LF) LF 45.0000 109,350.00 297.900 13,405.50 2,430.000 109,350 078 REMOVE INLET EA 1,100.0000 4,400.00 5.000 5,500 079 REMOVE HEADWALL EA 4,000.0000 12,000.00 7.000 28,000 080 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,800.0000 1,800.00 1.000 1,800 081 REMOVE FLARED END SECTION (EA) EA 600.0000 600.00 3.000 1,800 082 ADJUST MANHOLE TO GRADE EA 2,100.0000 2,100.00 1.000 2,100 STA "D4" 552+79.2 (MCSD EXPENSE) 083 ADJUST MANHOLE TO GRADE EA 2,100.0000 2,100.00 1.000 2,100 STA "D4" 562+71.2 (STATE EXPENSE) 084 REMOVE BOX CULVERT WINGWALL (LF) LF 900.0000 8,100.00 9.000 8,100 085 ROCK SLOPE PROTECTION CY 140.0000 178,500.00 1,275.000 178,500 (F) (1/2 T, METHOD A) (CY) 086 ROCK SLOPE PROTECTION CY 175.0000 5,425.00 31.000 5,425 (F) (NO. 3, METHOD B) (CY) 087 REMOVE GABION CY 100.0000 1,000.00 10.000 1,000.00 10.000 1,000 088 GABION CY 650.0000 6,500.00 10.000 6,500.00 10.000 6,500 (F) 089 ROCK SLOPE PROTECTION CY 200.0000 40,000.00 131.600 26,320.00 220.940 44,188 (60 LB, CLASS II, METHOD B) (CY) 090 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 9,750.00 609.700 3,048.50 1,950.000 9,750 091 DETECTABLE WARNING SURFACE SQFT 25.0000 4,750.00 187.000 4,675.00 187.000 4,675 092 MINOR CONCRETE (CURB AND GUTTER) CY 525.0000 210,000.00 213.500 112,087.50 400.000 210,000 093 MINOR CONCRETE (ISLAND PAVING) CY 1,190.0000 154,700.00 121.380 144,442.20 121.380 144,442 094 MINOR CONCRETE (DRIVEWAY) CY 345.0000 7,245.00 20.800 7,176.00 20.800 7,176 095 MINOR CONCRETE (SIDEWALK) CY 445.0000 97,900.00 215.490 95,893.05 215.490 95,893 096 MINOR CONCRETE (CURB RAMP) CY 1,170.0000 14,040.00 12.190 14,262.30 12.190 14,262 097 PRE/POST CONSTRUCTION SURVEYS EA 3,100.0000 12,400.00 0.000 0 098 MISCELLANEOUS IRON AND STEEL LB 2.0000 15,290.00 3,459.000 6,918.00 7,645.000 15,290 (F) 099 RELOCATE MAILBOX EA 600.0000 1,200.00 2.000 1,200 100 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 14.2500 11,257.50 735.000 10,473 101 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 74.7000 35,109.00 466.700 34,862.49 466.700 34,862 102 REMOVE FENCE LF 2.0000 15,380.00 2,589.000 5,178.00 7,685.000 15,370 103 REMOVE GATE EA 300.0000 3,300.00 8.000 2,400.00 11.000 3,300 PROGRAM CAS145 PAGE 5 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 35.0000 1,155.00 15.000 525.00 33.000 1,155 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 14,100.00 0.000 0 106 MILEPOST MARKER EA 39.0000 351.00 7.000 273.00 9.000 351 107 MARKER (CULVERT) EA 39.0000 390.00 9.000 351.00 10.000 390 108 OBJECT MARKER (TYPE K-1) EA 39.0000 390.00 10.000 390.00 10.000 390 109 OBJECT MARKER (TYPE L-1) EA 39.0000 39.00 1.000 39.00 1.000 39 110 REMOVE MARKER (CULVERT) EA 10.0000 40.00 2.000 20.00 4.000 40 111 REMOVE ROADSIDE SIGN EA 50.0000 500.00 10.000 500.00 10.000 500 112 RESET ROADSIDE SIGN EA 200.0000 13,400.00 11.000 2,200.00 67.000 13,400 113 RELOCATE ROADSIDE SIGN EA 200.0000 2,800.00 11.000 2,200.00 14.000 2,800 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 2,812.50 250.000 2,812.50 250.000 2,812 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.7500 3,937.50 271.000 2,371.25 450.000 3,937 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 376.00 32.000 376.00 32.000 376 (0.080"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2500 1,110.00 120.000 1,110.00 120.000 1,110 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,750.00 140.000 1,750.00 140.000 1,750 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 1,116.00 72.000 1,116.00 72.000 1,116 (0.080"-FRAMED) 120 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7500 2,662.50 531.000 1,991.25 710.000 2,662 121 ROADSIDE SIGN - ONE POST EA 235.0000 19,270.00 74.000 17,390.00 82.000 19,270 122 ROADSIDE SIGN - TWO POST EA 550.0000 4,400.00 8.000 4,400.00 8.000 4,400 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,000.00 8.000 1,000.00 8.000 1,000 METHOD) 124 MIDWEST GUARDRAIL SYSTEM LF 50.0000 4,250.00 85.000 4,250.00 85.000 4,250 125 VEGETATION CONTROL (MINOR CONCRETE) SQYD 110.0000 12,100.00 110.000 12,100.00 110.000 12,100 126 CABLE RAILING LF 65.5000 26,462.00 346.500 22,695.75 346.500 22,695 (F) 127 TRANSITION RAILING (TYPE WB-31) EA 5,500.0000 5,500.00 1.000 5,500.00 1.000 5,500 128 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,180.0000 1,180.00 1.000 1,180.00 1.000 1,180 PROGRAM CAS145 PAGE 6 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ALTERNATIVE FLARED TERMINAL SYSTEM EA 4,500.0000 4,500.00 1.000 4,500.00 1.000 4,500 130 SALVAGE GUARDRAIL LF 10.0000 3,900.00 129.000 1,290.00 383.800 3,838 131 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 18,600.00 1,860.000 18,600.00 1,860.000 18,600 (ENHANCED WET NIGHT VISIBILITY) 132 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 3,630.00 3,300.000 3,630.00 3,300.000 3,630 (ENHANCED WET NIGHT VISIBILITY) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 1,485.00 1,350.000 1,485.00 1,350.000 1,485 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 21,340.00 19,400.000 21,340.00 19,400.000 21,340 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 91,500.00 73,200.000 91,500.00 73,200.000 91,500 (ENHANCED WET NIGHT VISIBILITY) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,200.00 1,600.000 3,200.00 1,600.000 3,200 (ENHANCED WET NIGHT VISIBILITY) 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 300.00 150.000 300.00 150.000 300 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 138 12" THERMOPLASTIC TRAFFIC STRIPE LF 10.0000 1,900.00 190.000 1,900.00 190.000 1,900 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 3-3) 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,320.00 22,366.000 8,946 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,480.00 229.000 916 141 12" RUMBLE STRIP STA 55.0000 28,050.00 510.000 28,050.00 510.000 28,050 (ASPHALT CONCRETE PAVEMENT) 142 SIGNAL AND LIGHTING SYSTEM LS 260,000.0000 260,000.00 0.090 23,400.00 0.990 257,400 143 MODIFYING EXISTING ELECTRICAL SYSTEM LS 170,000.0000 170,000.00 0.310 52,700.00 0.990 168,300 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 145 REMOVE DRAINAGE FACILITY (LS) LS 37,000.0000 37,000.00 1.000 37,000 PROGRAM CAS145 PAGE 7 DATE 11/21/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0C4724 TIME 01:50 PM ESTIMATE NO. 015 BID OPENING 05/16/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: YUSUFZAI, MOHAMMAD TARIQ DATE OF THIS ESTIMATE 11/21/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,802,408.80 13,033,582.09 ADJUSTMENT OF COMPENSATION 0.00 15,268.62 EXTRA WORK 0.00 887,016.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,802,408.80 13,935,867.09 146 MOBILIZATION LS 1,410,000.0000 1,410,000.00 1.000 1,410,000 ORIGINAL CONTRACT AMOUNT 15,656,203.20 TOTAL WORK COMPLETED 2,802,408.80 15,345,867.09 MATERIALS ON HAND ON SITE -11,615.18 0.00 DEDUCTIONS 26,000.00 -1,000.00 TOTAL 2,816,793.62 15,344,867.09 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 07/13/18 140 08/30/18 08/30/18 12/02/20 138 166 0 0 92% 99% PROGRESS IS SATISFACTORY YUSUFZAI, MOHAMMAD TARIQ RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/19