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 02/22/19 EST. NO. 078 TIME 02:51 PM R.E. NAME: FREMPONG, SAM 07-215934 --------------------------------------------------------------------------- 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 0693 3,327.49 E.W. @ F.A.(+) 030718 N 2409.1 0694 3,327.49 011518 N 2413.1 0695 6,984.43 020318 Y 2449.0 0701 308.30 070115 Y 1840.1 0702 316.15 102015 Y 1844.1 004 0137 2,039.29 E.W. @ F.A.(+) 052318 Y 2395.1 0138 1,807.49 031418 Y 2418.0 051 0019 472.45 E.W. @ F.A.(+) 060815 N 0875.3 0020 19,577.40 061015 N 0888.3 0021 1,629.25 061215 N 1018.1 0022 463.49 061715 N 1019.1 0023 1,887.89 073115 N 1028.9 061 0033 257.04 E.W. @ F.A.(+) 082016 N 1377.2 063 0063 56.89 E.W. @ F.A.(+) 063015 N 0942.1 0070 37.42 041015 N 0811.3 0071 149.83 042015 N 0822.3 069 0045 59,390.49 E.W. @ F.A.(+) 120717 N 2412.0 071 0150 4,074.07 E.W. @ F.A.(+) 040618 N 2355.0 0158 1,106.63 120417 Y 2417.0 0163 25,080.00 040318 N 2408.1 075 0001 94,929.88 A.C. @ L.S.(+) 021819 N 2527.0 083 0020 825.70 E.W. @ F.A.(+) 061616 N 1985.4 084 0049 3,776.95 E.W. @ F.A.(+) 051617 N 1793.1 087 0027 1,705.97 E.W. @ F.A.(+) 010319 N 2506.0 0028 3,259.44 010419 N 2507.0 0029 387.42 010319 N 2506.1 0030 2,745.06 010419 N 2507.1 088 0003 1,933.14 E.W. @ F.A.(+) 030218 N 2424.0 0004 9,059.23 042518 N 2425.0 0006 573.78 030218 N 2424.1 0009 18,570.63 010319 N 2459.2 0010 9,360.00 010319 N 2460.2 090 0065 1,769.96 E.W. @ F.A.(+) 010518 Y 2118.1 096 0012 2,897.90 E.W. @ F.A.(+) 051018 N 2376.0 0013 729.40 051018 N 2376.1 0015 3,849.99 012116 N 2261.1 288,667.94 TOTAL THIS ESTIMATE 9,883,930.67 TOTAL PREVIOUS ESTIMATE 10,172,598.61 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 02/22/19 EST. NO. 078 TIME 02:51 PM R.E. NAME: FREMPONG, SAM 07-215934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL SOLID WASTE -10,000.00 002 ANNUAL 2013 SOLID WS -10,000.00 014 ANNUAL SOLID WASTE 10,000.00 015 ANNUAL SOLID WASTE 10,000.00 015 RESTAKING CHARGES -1,420.00 039 CONCRETE TESTING -4,200.00 040 RESTAKING CHARGES -1,420.00 040 RESTAKING CHARGES -710.00 040 RESTAKING -3,550.00 047 CEM 4401 ANNUAL 2017 -10,000.00 064 CEM4401 ANNUAL 2017 10,000.00 070 0.00 -11,300.00 LABOR COMPLIANCE VIOLATION MISSING CPR'S MAY -5,000.00 006 MISSING CPR'S MAY 5,000.00 009 MISSING FEB&MAR CPR -4,000.00 017 MISSING FEB&MAR CPR 4,000.00 018 JULY CPR'S MISSING -10,000.00 020 JULY CPR'S MISSING 10,000.00 023 OCTOBER MISSING CPR -7,000.00 023 NOV MISSING CPR -4,000.00 024 OCTOBER MISSING CPR 7,000.00 024 NOV MISSING CPR 4,000.00 025 MISSING CPR'S -10,000.00 030 MISSING CPR'S 10,000.00 031 DELINQ APR-DEC15 CPR -10,000.00 039 DELINQ APR-DEC15 CPR 10,000.00 054 MISSING CPRS JAN/DEC -10,000.00 063 MISSING CPR'S -5,000.00 065 MISSING CPRS MAR 18 -3,000.00 068 MISSING CPR'S 5,000.00 069 MISSING CPR'S MAR 18 3,000.00 069 MISS CPR-MARCH-MAY18 -4,000.00 070 MISSING CPRS JAN/DE 10,000.00 071 MISSING CPRS -2,000.00 071 MISS CPR-MARCH-MAY18 4,000.00 074 0.00 -2,000.00 TOTAL DEDUCTIONS 0.00 -13,300.00 PROGRAM CAS145 PAGE 1 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 LOCATION PROGRESS ESTIMATE 07-LA-5-2.7/4.0 ----------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA FE 1770 LA COSTA MEADOWS DRIVE SPRINGS AND NORWALK FROM 0.1 MILE SAN MARCOS CA 92078 NORTH OF CARMENITA ROAD OVERCROSSING TO 0.1 MILE NORTH OF SILVERBOW AVENUE PEDESTRIAN OVER FED. AID NO. N O N E WIDEN AND REALIGN FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000 002 TEMPORARY FENCE (TYPE CL-6) LF 8.0000 34,400.00 7,731.000 61,848 003 30' TEMPORARY CHAIN LINK GATE EA 3,000.0000 3,000.00 0.000 0 (TYPE CL-6) 004 12' TEMPORARY CHAIN LINK GATE EA 1,000.0000 2,000.00 0.000 0 (TYPE CL-6) 005 38' TEMPORARY ROLLING CHAIN LINK GATE EA 10,000.0000 10,000.00 1.000 10,000 006 TEMPORARY PEDESTRIAN ACCESS STRUCTURE LS 200,000.0000 200,000.00 1.000 200,000 007 CONSTRUCTION SITE MANAGEMENT LS 350,000.0000 350,000.00 1.000 350,000 008 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 009 TEMPORARY MULCH SQYD 0.7500 7,500.00 0.000 0 010 TEMPORARY EROSION CONTROL BLANKET SQYD 0.0700 3,122.00 0.000 0 011 TEMPORARY FIBER ROLL LF 4.0000 54,800.00 25,901.000 103,604 012 TEMPORARY GRAVEL BAG BERM LF 4.0000 113,200.00 18,812.000 75,248 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 15.000 37,500 014 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 140,000.00 21.000 105,000 015 TEMPORARY COVER SQYD 2.5000 15,000.00 22,610.900 56,527 016 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 60,000.00 200.000 60,000 018 STREET SWEEPING LS 400,000.0000 400,000.00 1.000 400,000 019 TEMPORARY SOIL BINDER SQYD 0.5000 22,300.00 0.000 0 020 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 42.000 21,000 021 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 6.000 12,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 10,400.00 18.000 3,600 PROGRAM CAS145 PAGE 2 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 3,036,000.00 1,254.000 4,138,200 024 CONSTRUCTION AREA SIGNS LS 115,000.0000 115,000.00 1.000 115,000 025 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 026 TYPE II BARRICADE EA 75.0000 3,900.00 51.000 3,825 027 TRAFFIC CONE EA 20.0000 2,200.00 109.000 2,180 028 TYPE III BARRICADE EA 150.0000 3,450.00 89.000 13,350 029 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 17,500.00 743.000 26,005 030 TEMPORARY RAILING (TYPE K) LF 10.0000 503,500.00 56,342.000 563,420 031 TEMPORARY CRASH CUSHION MODULE EA 225.0000 90,000.00 370.000 83,250 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4100 10,250.00 15,908.000 6,522 STRIPE (HAZARDOUS WASTE) 033 ABANDON CULVERT LF 10.0000 8,200.00 801.000 8,010 034 ABANDON MANHOLE EA 1,400.0000 1,400.00 1.000 1,400 035 ABANDON SEWER LF 4.0000 7,160.00 1,786.000 7,144 036 ABANDON SANITARY SEWER MANHOLE EA 1,300.0000 9,100.00 7.000 9,100 037 OBLITERATE SURFACING SQYD 1.0000 17,300.00 17,777.850 17,777 038 REMOVE CHAIN LINK FENCE LF 3.0000 18,720.00 8,006.000 24,018 039 REMOVE METAL BEAM GUARD RAILING LF 8.0000 56,160.00 6,933.200 55,465 040 REMOVE DOUBLE METAL BEAM BARRIER LF 13.0000 38,870.00 3,144.800 40,882 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 38,700.00 119,063.000 35,718 042 REMOVE PAVEMENT MARKING SQFT 1.5000 9,885.00 4,413.000 6,619 043 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 16,590.00 2,148.000 644 044 REMOVE PAVEMENT MARKER EA 0.5100 9,078.00 7,077.000 3,609 045 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 200.0000 1,000.00 5.000 1,000 046 REMOVE ROADSIDE SIGN (WOOD POST) EA 112.0000 9,856.00 89.000 9,968 047 REMOVE ROADSIDE SIGN (METAL POST) EA 150.0000 8,100.00 54.000 8,100 048 REMOVE ROADSIDE SIGN EA 100.0000 5,400.00 55.000 5,500 (STRAP AND SADDLE BRACKET METHOD) 049 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 6.000 18,000 PROGRAM CAS145 PAGE 3 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN PANEL EA 625.0000 4,375.00 7.000 4,375 051 REMOVE BRIDGE MOUNTED SIGN EA 1,245.0000 3,735.00 3.000 3,735 052 REMOVE PIPE LF 14.0000 33,460.00 2,390.000 33,460 053 REMOVE INLET EA 240.0000 6,000.00 31.000 7,440 054 REMOVE SEWER MANHOLE EA 900.0000 2,700.00 4.000 3,600 055 REMOVE REINFORCED CONCRETE BOX CULVERT CY 20.0000 18,400.00 920.000 18,400 056 REMOVE MANHOLE EA 815.0000 815.00 1.000 815 057 REMOVE RETAINING WALL LF 5.0000 7,600.00 1,520.000 7,600 058 REMOVE SEWER PIPE LF 14.0000 3,080.00 334.000 4,676 059 REMOVE CONCRETE PAVEMENT SQYD 4.1500 121,180.00 29,202.000 121,188 060 REMOVE BASE AND SURFACING CY 15.0000 47,700.00 9,199.000 137,985 061 RELOCATE ROADSIDE SIGN (METAL POST) EA 130.0000 3,250.00 33.000 4,290 062 ADJUST SEWER MANHOLE EA 975.0000 2,925.00 3.000 2,925 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 38,700.00 4,698.000 14,094 064 REMOVE CONCRETE CY 120.0000 58,800.00 605.650 72,678 065 REMOVE CONCRETE SIDEWALK AND DRIVEWAY SQFT 0.7500 59,625.00 79,419.000 59,564 066 REMOVE CONCRETE (CURB AND GUTTER) LF 3.3000 120,120.00 37,127.000 122,519 067 REMOVE PORTABLE CONCRETE BARRIER LF 7.0000 12,670.00 0.000 0 (TYPE 60K) 068 REMOVE MASONRY BLOCK WALL LF 14.0000 9,520.00 680.000 9,520 069 REMOVE SOUND WALL (LF) LF 4.0000 9,640.00 2,410.000 9,640 070 CAP INLET EA 1,135.0000 2,270.00 2.000 2,270 071 CAP SEWER MANHOLE EA 1,730.0000 1,730.00 0.000 0 072 BRIDGE REMOVAL, LOCATION A LS 170,000.0000 170,000.00 1.000 170,000 073 BRIDGE REMOVAL, LOCATION B LS 155,000.0000 155,000.00 1.000 155,000 074 BRIDGE REMOVAL, LOCATION C LS 122,000.0000 122,000.00 1.000 122,000 075 BRIDGE REMOVAL, LOCATION D LS 54,000.0000 54,000.00 1.000 54,000 076 BRIDGE REMOVAL (PORTION), LOCATION A LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 4 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 078 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 079 CLEARING AND GRUBBING LS 250,000.0000 250,000.00 1.000 250,000 080 ROADWAY EXCAVATION CY 12.0000 1,692,000.00 176,205.000 2,114,460 081 ROADWAY EXCAVATION (CONTAMINATED SOIL) CY 200.0000 74,000.00 945.920 189,184 082 ROADWAY EXCAVATION (TYPE Y-2) CY 8.0000 76,800.00 13,714.000 109,712 (AERIALLY DEPOSITED LEAD) 083 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 1.000 15,000 084 ADL BURIAL LOCATION REPORT LS 9,000.0000 9,000.00 0.000 0 085 HAZARDOUS MATERIALS MITIGATION PLANS LS 25,000.0000 25,000.00 1.000 25,000 086 STRUCTURE EXCAVATION CY 20.0000 6,440.00 322.000 6,440 (F) 087 STRUCTURE EXCAVATION (BRIDGE) CY 35.0000 984,025.00 28,115.000 984,025 (F) 088 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 10.0000 36,750.00 2,901.000 29,010 (F) 089 STRUCTURE EXCAVATION (RETAINING WALL) CY 14.0000 254,996.00 18,353.000 256,942 (F) 090 STRUCTURE EXCAVATION (TYPE Y-2) CY 20.0000 168,480.00 9,198.000 183,960 (F) (AERIALLY DEPOSITED LEAD) 091 SAND BED (AUSTIN VAULT) CY 60.0000 15,600.00 260.000 15,600 092 STRUCTURE BACKFILL CY 25.0000 4,775.00 191.000 4,775 (F) 093 STRUCTURE BACKFILL (AUSTIN VAULT) CY 45.0000 21,690.00 482.000 21,690 (F) 094 STRUCTURE BACKFILL (BRIDGE) CY 30.0000 543,900.00 18,130.000 543,900 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 596,700.00 29,954.000 599,080 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 170,310.00 2,433.000 170,310 (F) WALL) 097 SAND BACKFILL CY 90.0000 18,900.00 205.380 18,484 098 LEAN CONCRETE BACKFILL CY 450.0000 29,250.00 65.000 29,250 (F) 099 DITCH EXCAVATION CY 55.0000 1,430.00 33.160 1,823 100 IMPORTED BORROW CY 0.5500 70,400.00 162,691.000 89,480 101 HIGHWAY PLANTING LS 300,000.0000 300,000.00 1.000 300,000 102 ROCK BLANKET SQYD 73.0000 452,600.00 7,249.000 529,177 103 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.200 14,000.00 0.800 56,000 PROGRAM CAS145 PAGE 5 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 IRRIGATION SYSTEM LS 270,000.0000 270,000.00 1.000 270,000 105 3" SUPPLY LINE (BRIDGE) LF 71.0000 66,030.00 340.000 24,140 (F) 106 IRRIGATION SLEEVE LF 52.0000 26,520.00 1,200.000 62,400 107 8" WELDED STEEL PIPE CONDUIT LF 99.0000 59,400.00 638.000 63,162 (.250" THICK) 108 CLASS 4 AGGREGATE SUBBASE CY 16.0000 104,640.00 4,771.000 76,336 109 CLASS 2 AGGREGATE BASE (CY) CY 23.0000 136,620.00 11,958.000 275,034 110 CLASS 3 AGGREGATE BASE (CY) CY 21.0000 1,014,300.00 46,728.000 981,288 111 LEAN CONCRETE BASE CY 68.0000 2,101,200.00 24,924.000 1,694,832 112 LEAN CONCRETE BASE CY 235.0000 32,900.00 0.000 0 (RAPID SETTING CONCRETE) 113 HOT MIX ASPHALT TON 67.0000 2,190,900.00 28,175.930 1,887,787 114 DATA CORE LS 1,250.0000 1,250.00 1.000 1,250 115 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 13.0000 1,430.00 0.000 0 116 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 12,660.00 3,487.400 20,924 117 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,480.00 319.900 2,559 118 PLACE HOT MIX ASPHALT SQYD 11.0000 15,730.00 1,214.000 13,354 (MISCELLANEOUS AREA) 119 TACK COAT TON 500.0000 3,000.00 28.220 14,110 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 JOINTED PLAIN CONCRETE PAVEMENT CY 134.0000 5,963,000.00 44,617.100 5,978,691 122 JOINTED PLAIN CONCRETE CY 350.0000 105,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 123 INDIVIDUAL SLAB REPLACEMENT CY 900.0000 117,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 124 SEAL PAVEMENT JOINT LF 3.5000 217,700.00 0.000 0 125 SEAL ISOLATION JOINT LF 10.0000 10,000.00 0.000 0 126 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.0000 39,200.00 19,561.000 39,122 127 FURNISH 24" STEEL PIPE PILING LF 76.0000 3,529,592.00 46,791.000 3,556,116 128 DRIVE 24" STEEL PIPE PILE EA 920.0000 896,080.00 979.000 900,680 129 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 43.0000 908,805.00 24,237.000 1,042,191 130 FURNISH PILING (CLASS 90) LF 23.5000 1,647,585.00 45,553.930 1,070,517 PROGRAM CAS145 PAGE 6 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 90) EA 460.0000 869,860.00 1,270.000 584,200 132 16" CAST-IN-DRILLED-HOLE CONCRETE LF 42.0000 521,346.00 12,544.000 526,848 PILING (SOUND WALL) 133 24" CAST-IN-DRILLED-HOLE CONCRETE LF 59.0000 7,670.00 216.000 12,744 PILING (SOUND WALL) 134 PRESTRESSING CAST-IN-PLACE CONCRETE LS 650,000.0000 650,000.00 1.000 650,000 135 TEMPORARY PRESTRESSING CAST-IN-PLACE LS 17,000.0000 17,000.00 1.000 17,000 CONCRETE 136 STRUCTURAL CONCRETE CY 230.0000 30,130.00 131.000 30,130 137 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 1,257,500.00 5,038.000 1,259,500 (F) 138 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 7,364,000.00 18,410.000 7,364,000 (F) 139 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 3,420,175.00 12,474.600 3,430,515 (F) 140 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 16,250.00 25.000 16,250 (F) (TYPE EQ) 141 STRUCTURAL CONCRETE, APPROACH SLAB CY 420.0000 525,000.00 1,250.000 525,000 (F) (TYPE N) 142 STRUCTURAL CONCRETE, BOX CULVERT CY 575.0000 1,227,625.00 2,038.050 1,171,878 (F) 143 STRUCTURE CONCRETE (AUSTIN VAULT) CY 330.0000 213,180.00 646.000 213,180 (F) 144 MINOR CONCRETE (MINOR STRUCTURE) CY 1,300.0000 590,200.00 440.920 573,196 (F) 145 MINOR CONCRETE (BACKFILL) CY 140.0000 21,840.00 185.660 25,992 (F) 146 PILASTER, SOUND WALL CY 1,330.0000 158,270.00 119.000 158,270 (F) 147 ARCHITECTURAL TREATMENT (AUSTIN VAULT) SQFT 13.0000 14,950.00 1,150.000 14,950 (F) 148 ARCHITECTURAL TREATMENT SQFT 14.0000 323,820.00 23,130.000 323,820 (F) (SUNRAY - SPLIT SLATE) 149 ARCHITECTURAL TREATMENT (BRIDGE) SQFT 40.0000 42,800.00 1,070.000 42,800 (F) 150 ARCHITECTURAL TREATMENT (SLOPE PAVING) SQFT 40.0000 79,000.00 1,975.000 79,000 (F) 151 ARCHITECTURAL TREATMENT (SPLIT SLATE) SQFT 30.0000 87,000.00 2,900.000 87,000 (F) 152 ARCHITECTURAL TREATMENT SQFT 3.0000 282,075.00 94,025.000 282,075 (F) (SPLIT SLATE - FRACTURED RIB) 153 DRILL AND BOND DOWEL LF 60.0000 900.00 20.000 1,200 154 REPAIR SOFFIT SURFACE AREA SQFT 75.0000 3,525.00 47.000 3,525 155 SOUND WALL (MASONRY BLOCK) SQFT 14.0000 1,276,030.00 88,940.000 1,245,160 (F) 156 PTFE BEARING EA 2,500.0000 20,000.00 8.000 20,000 157 PTFE SPHERICAL BEARING EA 7,000.0000 42,000.00 6.000 42,000 PROGRAM CAS145 PAGE 7 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JOINT SEAL (MR 1/2") LF 25.0000 5,475.00 238.500 5,962 159 JOINT SEAL (MR 1") LF 30.0000 750.00 26.470 794 160 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 350.0000 39,900.00 114.000 39,900 161 JOINT SEAL ASSEMBLY (MR 3") LF 365.0000 28,470.00 78.000 28,470 162 JOINT SEAL (MR 2") LF 75.0000 97,500.00 1,300.000 97,500 163 BAR REINFORCING STEEL LB 0.8500 36,028.95 43,617.000 37,074 (F) 164 BAR REINFORCING STEEL (BRIDGE) LB 0.7300 3,826,952.00 5,253,607.000 3,835,133 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8100 1,659,455.10 2,073,615.000 1,679,628 (F) 166 BAR REINFORCING STEEL (AUSTIN VAULT) LB 0.8000 127,559.20 159,449.000 127,559 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 363,325.60 444,717.000 355,773 (F) 168 HEADED BAR REINFORCEMENT EA 15.0000 18,555.00 1,237.000 18,555 (F) 169 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 25,432.00 6,358.000 25,432 (F) WITH WALKWAY) 170 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 9,537.00 6,358.000 9,537 (F) WITH WALKWAY) 171 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.7000 96,702.50 20,575.000 96,702 (F) 172 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.5000 10,287.50 20,575.000 10,287 (F) 173 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8000 741,532.00 195,140.000 741,532 (F) 174 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 29,271.00 195,140.000 29,271 (F) 175 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 23,600.00 2,360.000 23,600 176 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 10.0000 1,200.00 120.000 1,200 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 9,200.00 920.000 9,200 (0.063"-UNFRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 240.000 2,640 (0.080"-UNFRAMED) 179 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 190.000 2,850 (0.063"-FRAMED) 180 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 130.000 1,950 (0.080"-FRAMED) 181 INSTALL SIGN PANEL ON SOUND WALL EA 500.0000 6,000.00 12.000 6,000 182 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 535.0000 37,450.00 65.000 34,775 (SIGN FOUNDATION) 183 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 770.0000 207,900.00 264.000 203,280 (SIGN FOUNDATION) 184 METAL (ROADSIDE SIGN) EA 350.0000 25,550.00 77.000 26,950 PROGRAM CAS145 PAGE 8 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 METAL (BARRIER MOUNTED SIGN) LB 16.0000 17,120.00 1,070.000 17,120 186 ROADSIDE SIGN - ONE POST EA 430.0000 18,060.00 43.000 18,490 187 ROADSIDE SIGN - TWO POST EA 1,020.0000 2,040.00 9.000 9,180 188 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 6,500.00 48.000 6,240 METHOD) 189 INSTALL SIGN OVERLAY SQFT 25.0000 725.00 29.000 725 190 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 25.0000 9,750.00 384.000 9,600 191 INSTALL ROADSIDE SIGN PANEL ON EA 110.0000 220.00 4.000 440 EXISTING POST 192 INSTALL ROADSIDE SIGN EA 2,600.0000 2,600.00 1.000 2,600 (LAMINATED WOOD BOX POST) 193 24" PLASTIC PIPE LF 110.0000 8,360.00 75.100 8,261 194 15" REINFORCED CONCRETE PIPE LF 55.0000 15,400.00 294.000 16,170 195 18" REINFORCED CONCRETE PIPE LF 45.0000 87,300.00 1,982.000 89,190 196 24" REINFORCED CONCRETE PIPE LF 46.0000 588,800.00 12,042.000 553,932 197 30" REINFORCED CONCRETE PIPE LF 70.0000 62,300.00 1,014.000 70,980 198 18" SLOTTED CORRUGATED STEEL PIPE LF 110.0000 29,700.00 349.000 38,390 (.079" THICK) 199 6" NON-PERFORATED PLASTIC PIPE LF 43.0000 4,300.00 98.400 4,231 UNDERDRAIN 200 6" PLASTIC PIPE UNDERDRAIN LF 17.0000 10,880.00 640.000 10,880 (AUSTIN VAULT) 201 FILTER FABRIC (AUSTIN VAULT) SQYD 4.0000 2,280.00 570.000 2,280 202 PERMEABLE MATERIAL (AUSTIN VAULT) CY 60.0000 13,200.00 220.000 13,200 203 12" WELDED STEEL PIPE CASING (BRIDGE) LF 180.0000 19,080.00 106.000 19,080 204 JACKED 24" WELDED STEEL PIPE LF 485.0000 116,400.00 255.000 123,675 (.250" THICK) 205 36" PRECAST CONCRETE PIPE MANHOLE LF 735.0000 36,750.00 50.000 36,750 206 10" VITRIFIED CLAY SEWER PIPE LF 80.0000 93,600.00 1,288.000 103,040 207 15" VITRIFIED CLAY SEWER PIPE LF 82.0000 24,600.00 300.000 24,600 208 6" SEWER PIPE (LATERAL) LF 265.0000 7,155.00 27.000 7,155 209 SEWER MANHOLE FRAME AND COVER EA 270.0000 2,970.00 14.000 3,780 210 SANITARY SEWER MANHOLE EA 8,000.0000 88,000.00 14.000 112,000 211 SLOPE PAVING (CONCRETE) CY 650.0000 59,150.00 91.000 59,150 (F) PROGRAM CAS145 PAGE 9 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 GABION (AUSTIN VAULT) CY 315.0000 12,600.00 40.000 12,600 213 MINOR CONCRETE (DITCH LINING) CY 480.0000 91,200.00 195.080 93,638 214 MINOR CONCRETE (CHANNEL LINING) CY 1,010.0000 65,650.00 75.300 76,053 215 MINOR CONCRETE (GUTTER DEPRESSION) CY 600.0000 3,600.00 11.000 6,600 216 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 325.0000 598,000.00 2,249.430 731,064 AND DRIVEWAY) 217 MINOR CONCRETE (RETAINING CURB) CY 700.0000 16,800.00 25.500 17,850 218 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 211,000.00 20,146.290 201,462 219 MINOR CONCRETE (CURB RAMP) CY 1,000.0000 47,000.00 54.750 54,750 220 MISCELLANEOUS IRON AND STEEL LB 2.0000 178,872.00 84,959.000 169,918 (F) 221 MISCELLANEOUS METAL (AUSTIN VAULT) LB 14.0000 3,220.00 230.000 3,220 222 ISOLATION CASING LB 7.0000 102,900.00 14,700.000 102,900 (F) 223 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 68,614.00 8,865.000 62,055 (F) 224 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 83,025.00 11,070.000 83,025 (F) 225 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 26,040.00 2,413.000 50,673 226 4' CHAIN LINK GATE (TYPE CL-6) EA 700.0000 2,100.00 3.000 2,100 227 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 7,500.00 4.000 6,000 228 METAL BEAM GUARD RAILING LF 27.0000 4,320.00 712.000 19,224 229 METAL HANDRAILING LF 71.0000 36,920.00 520.000 36,920 230 CHAIN LINK RAILING (TYPE 6 MODIFIED) LF 28.0000 71,960.00 2,564.000 71,792 231 CHAIN LINK RAILING (TYPE 3 MODIFIED) LF 138.0000 139,380.00 1,010.000 139,380 (F) 232 CHAIN LINK RAILING (TYPE 3L MODIFIED 1) LF 146.0000 64,240.00 466.000 68,036 (F) 233 CHAIN LINK RAILING (TYPE 3L MODIFIED 2) LF 113.0000 222,610.00 1,944.000 219,672 (F) 234 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 120.0000 121,200.00 1,010.000 121,200 (F) 235 CABLE RAILING LF 22.0000 12,760.00 580.000 12,760 (F) 236 TRANSITION RAILING (TYPE WB) EA 3,100.0000 6,200.00 1.000 3,100 237 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 5,800.00 3.000 8,700 238 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 3.000 6,600 PROGRAM CAS145 PAGE 10 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CRASH CUSHION (ADIEM) EA 23,500.0000 23,500.00 1.000 23,500 240 CRASH CUSHION (REACT 9CBB) EA 48,500.0000 48,500.00 1.000 48,500 241 CONCRETE BARRIER (TYPE 60G) LF 52.0000 338,000.00 6,265.000 325,780 242 CONCRETE BARRIER (TYPE 60GE) LF 410.0000 155,800.00 596.000 244,360 243 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 290.0000 104,400.00 0.000 0 244 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 116.0000 319,000.00 1,990.000 230,840 245 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 135.0000 87,210.00 646.000 87,210 (F) 246 CONCRETE BARRIER (TYPE 736 MODIFIED 1) LF 90.0000 108,000.00 1,200.000 108,000 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED 2) LF 90.0000 41,490.00 461.000 41,490 (F) 248 CONCRETE BARRIER (TYPE 736A MODIFIED 2) LF 88.0000 343,464.00 3,903.000 343,464 (F) 249 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 100.0000 340,400.00 3,263.000 326,300 (F) 250 CONCRETE BARRIER (TYPE 736A MODIFIED 1) LF 61.0000 177,815.00 2,915.000 177,815 (F) 251 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 18,491.00 79,001.000 32,390 252 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 9,933.00 10,773.000 11,311 253 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 3,444.00 1,799.000 1,888 (BROKEN 12-3) 254 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0500 52,765.00 21,170.000 64,568 255 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 444.00 2,559.000 767 (BROKEN 6-1) 256 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 7,140.00 34,960.000 10,488 (BROKEN 36-12) 257 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 3,930.00 15,456.000 4,636 (BROKEN 17-7) 258 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 36,000.00 187,675.000 46,918 259 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0500 3,904.00 3,836.000 11,699 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 11,660.00 4,210.000 4,631 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1000 31,310.00 5,103.000 15,819 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,600.0000 3,600.00 1.000 3,600 SYSTEM ELEMENTS DURING CONSTRUCTION 263 SIGNAL AND LIGHTING LS 2,600.0000 2,600.00 1.000 2,600 264 SIGNAL AND LIGHTING (LOCATION 2) LS 123,000.0000 123,000.00 1.000 123,000 265 SIGNAL AND LIGHTING LS 123,000.0000 123,000.00 1.000 123,000 (CITY STREET LOCATION 1) PROGRAM CAS145 PAGE 11 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 SIGNAL AND LIGHTING LS 133,000.0000 133,000.00 1.000 133,000 (CITY STREET LOCATION 2) 267 SIGNAL AND LIGHTING LS 128,000.0000 128,000.00 1.000 128,000 (CITY STREET LOCATION 3) 268 MODIFY SIGNAL AND LIGHTING LS 255,000.0000 255,000.00 1.000 255,000 (CITY STREET LOCATION 4) 269 LIGHTING (TEMPORARY) LS 123,000.0000 123,000.00 1.000 123,000 270 LIGHTING (CITY STREET) LS 576,000.0000 576,000.00 1.000 576,000 271 LIGHTING AND SIGN ILLUMINATION LS 373,000.0000 373,000.00 1.000 373,000 272 INTERCONNECTION CONDUIT AND CABLE (LS) LS 30,600.0000 30,600.00 1.000 30,600 273 COMMUNICATION CONDUIT (BRIDGE) (LF) LF 21.0000 26,565.00 1,265.000 26,565 (F) 274 ELECTRIC SERVICE (IRRIGATION) LS 25,500.0000 25,500.00 1.000 25,500 275 MODIFY TRAFFIC MONITORING STATION LS 5,100.0000 5,100.00 1.000 5,100 276 TRAFFIC MONITORING STATION LS 31,000.0000 31,000.00 1.000 31,000 277 MODIFY COMMUNICATION SYSTEM LS 230,000.0000 230,000.00 1.000 230,000 278 WORK AT NORWALK HUB AND LOS ANGELES LS 15,000.0000 15,000.00 1.000 15,000 REGIONAL TRANSPORTATION MANAGEMENT CENTER 279 RAMP METERING SYSTEM LS 163,300.0000 163,300.00 1.000 163,300 280 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 194,000.0000 194,000.00 1.000 194,000 281 MODIFY LIGHTING AND SIGN ILLUMINATION LS 10,200.0000 10,200.00 1.000 10,200 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 27.0000 18,900.00 731.000 19,737 284 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 17.0000 8,330.00 0.000 0 285 REMOVE STEEL PIPE LF 45.0000 1,260.00 0.000 0 286 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 25,500.00 383.300 38,330 287 STRUCTURAL CONCRETE, SOUND WALL CY 595.0000 23,800.00 40.000 23,800 288 CONCRETE BARRIER (TYPE 736 SV MODIFIED1) LF 100.0000 15,200.00 182.000 18,200 PROGRAM CAS145 PAGE 12 DATE 02/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-215934 TIME 02:51 PM ESTIMATE NO. 078 BID OPENING 07/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/19 R.E. NAME: FREMPONG, SAM DATE OF THIS ESTIMATE 02/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,000.00 67,653,746.19 ADJUSTMENT OF COMPENSATION 94,929.88 1,647,989.68 EXTRA WORK 193,738.06 8,524,608.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 302,667.94 77,826,344.80 289 MOBILIZATION LS 7,063,000.0000 7,063,000.00 1.000 7,063,000 ORIGINAL CONTRACT AMOUNT 74,580,828.85 TOTAL WORK COMPLETED 302,667.94 84,889,344.80 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -13,300.00 TOTAL 302,667.94 84,876,044.80 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 09/18/12 1170 11/13/12 01/30/13 03/27/19 1287 82 326 0 99% 86% PROGRESS IS SATISFACTORY FREMPONG, SAM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/19