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 07/31/18 EST. NO. 025 TIME 12:02 PM R.E. NAME: HODZIC, SEID 11-2T1904 --------------------------------------------------------------------------- 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 07/31/18 EST. NO. 025 TIME 12:02 PM R.E. NAME: HODZIC, SEID 11-2T1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL MAR 16 CPR -6,000.00 002 PRTL MAR 16 DEL 2,000.00 003 DEL APR 16 CPR -6,000.00 003 DEL MAY 16 CPR -2,000.00 004 RECD APR 16 DEL 6,000.00 004 RECD MAR 16 DEL 4,000.00 004 DEL JUNE 16 CPR -1,000.00 005 PRTL MAY 16 DEL 1,000.00 006 RECD JUNE 16 DEL 1,000.00 006 DEL SEPT 16 CPR -5,000.00 008 RECD MAY 16 DEL 1,000.00 008 DEL OCT 16 CPR -1,000.00 009 RECD SEP 16 DEL 5,000.00 009 RECD OCT 16 DEL 1,000.00 010 DEL NOV 16 CPR -10,000.00 010 DEL DEC 16 CPR -3,000.00 011 PRTL NOV 16 DEL 6,000.00 011 PRTL DEC 16 DEL 2,000.00 012 DEL JAN 17 CPR -1,000.00 012 RECD NOV 16 DEL 4,000.00 012 DEL FEB 17 CPR -2,000.00 014 RECD JAN 17 DEL 1,000.00 014 DEL MAR 17 CPR -8,000.00 015 PRTL FEB 17 DEL 1,000.00 015 DEL APR 17 CPR -5,000.00 016 PRTL MAR 17 DEL 2,000.00 016 RECD DEC 16 DEL 1,000.00 016 DEL MAY 17 CPR -7,000.00 017 PRTL APR 17 DEL 3,000.00 017 PRTL MAR 17 DEL 2,000.00 017 RECD FEB 17 DEL 1,000.00 017 DEL JUN 17 CPR -3,000.00 018 PRTL MAR 17 DEL 1,000.00 018 PRTL MAY 17 DEL 3,000.00 018 PRTL APR 17 DEL 1,000.00 019 PRTL JUN 17 DEL 1,000.00 019 PRTL MAR 17 DEL 1,000.00 019 PRTL MAY 17 DEL 1,000.00 019 PRTLMAY 17 DEL 2,000.00 020 RECD APR 17 DEL 1,000.00 020 RECD MAR 17 DEL 2,000.00 020 DEL SEP 17 CPR -1,000.00 021 PRTL JUN 17 DEL 1,000.00 021 RECD MAY 17 DEL 1,000.00 021 RECD JUN 17 DEL 1,000.00 022 RECD SEP 17 DEL 1,000.00 024 OTH DISCR JUL 18 -10,000.00 025 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 151 -4,750.34 002 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/31/18 EST. NO. 025 TIME 12:02 PM R.E. NAME: HODZIC, SEID 11-2T1904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 151 -4,275.30 003 OVERBID ITEM NO. 151 -475.04 010 OVERBID ITEM NO. 151 9,500.68 025 9,500.68 0.00 TOTAL DEDUCTIONS -499.32 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-15-M5.6/R6.0 ---------------------------------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 9685 VIA EXCELENCIA, STE 200 FROM ADAMS AVE OVERCROSSING SAN DIEGO CA 92126 TO CAMINO DEL RIO SOUTH UNDERCROSSING FED. AID NO. ATPL-6211(129) CONSTRUCT COMMUTER BIKE FACILITY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 280,000.00 1.000 1,000.00 285.000 285,000 004 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000 005 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 7.0000 210.00 0.000 0 007 TRAFFIC PLASTIC DRUM EA 75.0000 1,875.00 5.000 375 008 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 3,500.0000 28,000.00 8.000 28,000 009 TEMPORARY RAILING (TYPE K) LF 35.0000 196,000.00 5,440.000 190,400 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 8,500.0000 8,500.00 1.000 8,500 011 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 014 MOVE-IN/MOVE-OUT EA 320.0000 640.00 2.000 640 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 10,080.00 4,133.000 2,479 (BONDED FIBER MATRIX) 016 TEMPORARY CHECK DAM LF 3.0000 5,370.00 1,309.000 3,927 017 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 9,750.00 39.000 9,750 018 TEMPORARY FIBER ROLL LF 3.0000 56,700.00 8,075.000 24,225 019 TEMPORARY CONSTRUCTION ENTRANCE EA 8,500.0000 25,500.00 3.000 25,500 020 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000 021 TEMPORARY CONCRETE WASHOUT LS 9,000.0000 9,000.00 1.000 9,000 022 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 1,751.00 952.000 1,618 (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TREATED WOOD WASTE LB 0.1000 2,480.00 23,361.000 2,336 024 ABANDON CULVERT (LF) LF 50.0000 3,200.00 63.700 3,185 025 REMOVE FENCE LF 25.0000 2,275.00 91.000 2,275 026 REMOVE GUARDRAIL LF 13.0000 15,730.00 1,139.000 14,807 027 REMOVE IRRIGATION FACILITY LS 11,000.0000 11,000.00 1.000 11,000 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 3,688.00 3,407.000 1,362 029 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.7000 833.00 731.000 1,242 030 REMOVE ROADSIDE SIGN EA 100.0000 1,100.00 15.000 1,500 031 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.000 0 032 REMOVE CULVERT (LF) LF 20.0000 6,200.00 332.000 6,640 033 REMOVE INLET EA 2,500.0000 2,500.00 1.000 2,500 034 REMOVE RETAINING WALL (PORTION) (CY) CY 300.0000 12,600.00 44.390 13,317 035 REMOVE CONCRETE (CY) CY 200.0000 84,000.00 416.400 83,280 036 CAP INLET EA 2,750.0000 8,250.00 2.000 5,500 037 CLEARING AND GRUBBING (LS) LS 51,020.0000 51,020.00 1.000 51,020 038 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 039 DUST PALLIATIVE LS 15,000.0000 15,000.00 0.000 0 040 ROADWAY EXCAVATION CY 25.0000 138,750.00 5,579.660 139,491 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 70.0000 1,032,500.00 11,824.000 827,680 (F) 042 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 150.0000 21,600.00 144.000 21,600 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 316,320.00 8,388.000 251,640 (F) 044 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 150.0000 4,800.00 32.000 4,800 (F) 045 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 27,180.00 372.000 22,320 (F) WALL) 046 DITCH EXCAVATION CY 130.0000 1,300.00 9.600 1,248 047 GEOSYNTHETIC REINFORCED EMBANKMENT SQYD 550.0000 143,000.00 253.000 139,150 048 ROADSIDE CLEARING LS 6,500.0000 6,500.00 1.000 6,500 049 WEED GERMINATION SQYD 3.5000 1,190.00 331.000 1,158 PROGRAM CAS145 PAGE 3 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 IRON SULFATE (LB) LB 1.3000 1,131.00 870.000 1,131 051 RELOCATE IRRIGATION CONTROLLER EA 5,200.0000 5,200.00 1.000 5,200 052 PACKET FERTILIZER EA 0.2000 738.00 3,690.000 738 053 PLANT (GROUP K) EA 300.0000 1,200.00 4.000 1,200 054 PLANT (GROUP A) EA 7.3000 22,192.00 3,037.000 22,170 055 PLANT (GROUP U) EA 90.0000 18,900.00 210.000 18,900 056 SOD SQYD 33.0000 11,220.00 331.000 10,923 057 PLANT ESTABLISHMENT WORK LS 22,500.0000 22,500.00 0.160 3,600.00 1.000 22,500 058 WOOD MULCH CY 75.0000 8,250.00 109.000 8,175 059 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 1.000 20,000 060 1" REMOTE CONTROL VALVE EA 400.0000 4,400.00 11.000 4,400 061 1 1/2" REMOTE CONTROL VALVE EA 470.0000 4,230.00 9.000 4,230 062 RISER PEDESTAL EA 800.0000 800.00 1.000 800 063 TREE WELL SPRINKLER ASSEMBLY EA 40.0000 3,560.00 89.000 3,560 064 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 35.0000 5,250.00 144.000 5,040 065 RISER SPRINKLER ASSEMBLY EA 28.0000 224.00 8.000 224 066 1 1/2" GATE VALVE EA 380.0000 380.00 1.000 380 067 2" GATE VALVE EA 480.0000 2,400.00 5.000 2,400 068 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 49,674.00 8,279.000 49,674 (F) LINE) 069 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 6.3000 8,883.00 1,410.000 8,883 (F) (SUPPLY LINE) 070 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 6,552.00 1,008.000 6,552 (F) (SUPPLY LINE) 071 2" PLASTIC PIPE (SCHEDULE 40) LF 6.7000 7,705.00 1,150.000 7,705 (F) (SUPPLY LINE) 072 3" PLASTIC PIPE (CLASS 315) LF 11.0000 37,400.00 3,400.000 37,400 (F) (SUPPLY LINE) 073 10" CORRUGATED HIGH DENSITY LF 85.0000 5,015.00 59.000 5,015 POLYETHYLENE PIPE CONDUIT 074 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 320.0000 640.00 2.000 640 075 FIBER ROLLS LF 3.7000 44,030.00 12,300.000 45,510 076 HYDROSEED SQFT 0.1000 8,570.00 92,197.000 9,219 PROGRAM CAS145 PAGE 4 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 COMPOST SQFT 0.3500 1,043.00 2,975.000 1,041 078 INCORPORATE MATERIALS SQFT 0.5500 1,639.00 2,975.000 1,636 079 CLASS 2 AGGREGATE BASE (CY) CY 55.0000 189,200.00 3,454.540 189,999 080 CEMENT TREATED PERMEABLE BASE CY 190.0000 20,900.00 102.000 19,380 081 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,900.0000 2,660.00 0.000 0 082 HOT MIX ASPHALT (TYPE A) TON 95.0000 209,000.00 2,158.050 205,014 083 MINOR HOT MIX ASPHALT TON 110.0000 17,600.00 156.000 17,160 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 14.0000 3,780.00 265.000 3,710 085 PLACE HOT MIX ASPHALT SQYD 10.0000 11,100.00 1,105.000 11,050 (MISCELLANEOUS AREA) 086 TACK COAT TON 2,500.0000 2,250.00 0.000 0 087 JOINTED PLAIN CONCRETE PAVEMENT CY 325.0000 100,750.00 306.000 99,450 088 JOINT SEAL (SILICONE) LF 8.0000 6,560.00 890.000 7,120 089 SOIL NAIL LF 55.0000 54,780.00 996.000 54,780 090 60" CAST-IN-DRILLED-HOLE CONCRETE LF 550.0000 54,450.00 0.000 0 PILE (SIGN FOUNDATION) 091 STRUCTURAL CONCRETE, RETAINING WALL CY 330.0000 1,648,350.00 4,112.000 1,356,960 (F) 092 STRUCTURAL CONCRETE CAP CY 900.0000 27,000.00 30.000 27,000 (F) 093 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 140,700.00 67.000 140,700 (F) 094 FRACTURED FIN TEXTURE SQFT 4.0000 83,788.00 20,947.000 83,788 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 511,887.00 417,521.000 417,521 (F) 096 STRUCTURAL SHOTCRETE CY 895.0000 17,900.00 20.000 17,900 (F) 097 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.3000 118,314.90 0.000 0 (F) 098 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.1400 5,019.42 0.000 0 (F) 099 METAL (BARRIER MOUNTED SIGN) LB 35.0000 6,300.00 180.000 6,300 100 ROADSIDE SIGN - ONE POST EA 280.0000 3,640.00 16.000 4,480 101 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 170.00 9.000 765 METHOD) 102 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 15,960.00 0.000 0 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 5 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,760.00 223.700 2,460 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 104 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 11.0000 8,030.00 223.700 2,460 105 18" ALTERNATIVE PIPE CULVERT LF 100.0000 69,000.00 688.900 68,890 106 18" SLOTTED PLASTIC PIPE LF 250.0000 20,000.00 80.000 20,000 107 18" REINFORCED CONCRETE PIPE LF 230.0000 15,870.00 68.500 15,755 108 3" PLASTIC PIPE (EDGE DRAIN) LF 2.4000 6,312.00 2,623.000 6,295 109 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 13.0000 741.00 57.000 741 110 GEOCOMPOSITE DRAIN SQFT 6.0000 1,476.00 246.000 1,476 111 18" ALTERNATIVE PIPE DOWNDRAIN LF 130.0000 9,620.00 73.300 9,529 112 24" ALTERNATIVE PIPE DOWNDRAIN LF 275.0000 5,500.00 19.800 5,445 113 18" CONCRETE FLARED END SECTION EA 1,650.0000 1,650.00 1.000 1,650 114 ROCK SLOPE PROTECTION CY 260.0000 4,420.00 16.300 4,238 (F) (1/4 T, METHOD B) (CY) 115 ROCK SLOPE PROTECTION CY 550.0000 3,850.00 6.300 3,465 (F) (FACING, METHOD B) (CY) 116 CONCRETE (DITCH LINING) CY 575.0000 149,500.00 251.300 144,497 117 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 25.0000 625.00 24.500 612 118 DETECTABLE WARNING SURFACE SQFT 50.0000 1,700.00 90.900 4,545 119 MINOR CONCRETE (CURB, SIDEWALK AND CY 900.0000 15,300.00 20.610 18,549 CURB RAMP) 120 MISCELLANEOUS IRON AND STEEL LB 1.5000 9,069.00 6,046.000 9,069 (F) 121 CHAIN LINK FENCE (TYPE CL-6) LF 28.0000 3,360.00 120.000 3,360 122 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 40.0000 3,640.00 91.000 3,640 123 BARRIER POST EA 200.0000 400.00 2.000 400 124 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 350.00 10.000 350 125 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 30.0000 186,450.00 5,810.500 174,315 (F) 126 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 50.0000 23,500.00 0.000 0 127 CABLE RAILING LF 17.0000 35,887.00 2,110.500 35,878 (F) 128 ALTERNATIVE CRASH CUSHION SYSTEM EA 35,000.0000 35,000.00 1.000 35,000 PROGRAM CAS145 PAGE 6 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 CONCRETE BARRIER (TYPE 60 MODIFIED 1) LF 110.0000 49,500.00 447.700 49,247 130 CONCRETE BARRIER (TYPE 60 MODIFIED 2) LF 190.0000 49,400.00 243.940 46,348 131 CONCRETE BARRIER (TYPE 60D) LF 70.0000 40,600.00 576.000 40,320 132 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 90.0000 322,200.00 3,576.700 321,903 133 CONCRETE BARRIER (TYPE 60F MODIFIED 1) LF 175.0000 89,250.00 504.300 88,252 134 CONCRETE BARRIER (TYPE 60F MODIFIED 2) LF 200.0000 128,000.00 630.800 126,160 135 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 82.0000 88,642.00 1,081.000 88,642 (F) 136 CONCRETE BARRIER (TYPE 736A MODIFIRD 2) LF 105.0000 30,660.00 292.000 30,660 (F) 137 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 562.00 0.000 0 138 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3500 5,950.00 6,110.000 2,138 139 PAINT PAVEMENT MARKING (2-COAT) SQFT 14.0000 238.00 106.800 1,495 140 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,290.00 3,245.000 1,622 (ENHANCED WET NIGHT VISIBILITY) 141 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 1,150.00 597.000 1,492 (ENHANCED WET NIGHT VISIBILITY) 142 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 6.0000 3,720.00 1,240.000 7,440 MARKING (ENHANCED WET NIGHT VISIBILITY) 143 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 650.00 127.000 1,270 144 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 145 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000 146 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 1.000 50,000 147 LIGHTING (BIKE) LS 275,000.0000 275,000.00 1.000 275,000 148 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 1.000 155,000 149 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 150 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 7 DATE 07/31/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1904 TIME 12:02 PM ESTIMATE NO. 025 BID OPENING 09/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/03/18 R.E. NAME: HODZIC, SEID DATE OF THIS ESTIMATE 07/31/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,600.00 7,365,908.45 ADJUSTMENT OF COMPENSATION 0.00 749,967.75 EXTRA WORK 0.00 322,930.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,600.00 8,438,807.07 151 MOBILIZATION LS 938,000.6800 938,000.68 1.000 938,000 ORIGINAL CONTRACT AMOUNT 9,285,000.00 TOTAL WORK COMPLETED 4,600.00 9,376,807.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -499.32 -10,000.00 TOTAL 4,100.68 9,366,807.75 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 151 MOBILIZATION 928,500.00 938,000.68 9,500.68 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 01/07/16 530 03/02/16 03/02/16 07/03/18 448 43 50 0 100% 100% HODZIC, SEID RESIDENT ENGINEER PROGRAM CAS145 DATE 07/31/18