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 08/03/15 EST. NO. 037 TIME 04:15 PM R.E. NAME: AL-JAMAL, ABDUL 07-2332A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 036 0001 1,955.22 A.C. @ L.S.(+) 073115 N 1 0 039 0001 13,229.68 A.C. @ U.P.(+) 072715 N 1 0 15,184.90 TOTAL THIS ESTIMATE 771,003.61 TOTAL PREVIOUS ESTIMATE 786,188.51 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 08/03/15 EST. NO. 037 TIME 04:15 PM R.E. NAME: AL-JAMAL, ABDUL 07-2332A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE RE-OPENING -1,000.00 020 LIQUIDATED DAMAGES -167,462.74 022 LIQUIDATED DAMAGES -315,000.00 023 LIQUIDATED DAMAGES -294,000.00 024 LIQUIDATED DAMAGES -325,500.00 025 LIQUIDATED DAMAGES -315,000.00 026 LIQUIDATED DAMAGES -325,500.00 027 LIQUIDATED DAMAGES -315,000.00 028 LIQUIDATED DAMAGES -325,500.00 030 LIQUIDATED DAMAGES -315,000.00 031 LIQUIDATED DAMAGES -325,500.00 032 LIQUIDATED DAMAGES 3,023,462.74 036 0.00 -1,000.00 LIQUIDATED DAMAGES 455 DAYS@$10,500/DAY -4,777,500.00 036 361 DAYS@10,500./DAY 987,000.00 037 987,000.00 -3,790,500.00 TOTAL DEDUCTIONS 987,000.00 -3,791,500.00 PROGRAM CAS145 PAGE 1 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 LOCATION SEMI-FINAL ESTIMATE 07-LA-5-R46.3/R50.0 ------------------- FLATIRON WEST INC IN LOS ANGELES COUNTY IN SANTA 1770 LA COSTA MEADOWS DRIVE CLARITA FROM 0.3 MILE SOUTH OF SAN MARCOS CA 92078 WELDON CANYON OVERCROSSING TO 0.4 MILE SOUTH OF PICO CANYON ROAD LYONS AVENUE OVERCROSSING FED. AID NO. ACIM-053(44)E WIDEN ROADWAY AND BRIDGES WITH PCC ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 1.000 8,000 002 TIME-RELATED OVERHEAD WDAY 1,500.0000 525,000.00 350.000 525,000 003 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,750.00 950.000 4,750 004 CONSTRUCTION SITE MANAGEMENT LS 35,000.0000 35,000.00 1.000 35,000 005 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 1.000 5,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.2500 32,500.00 4,125.000 13,406 007 TEMPORARY SILT FENCE LF 3.0000 19,800.00 3,155.000 9,465 008 TEMPORARY GRAVEL BAG BERM LF 5.0000 16,400.00 2,626.000 13,130 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 45,500.00 5.000 17,500 010 TEMPORARY COVER SQYD 5.0000 10,000.00 15,372.000 76,860 011 MOVE-IN/MOVE-OUT EA 500.0000 10,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 15,000.00 30.000 9,000 013 TEMPORARY HYDRAULIC MULCH SQYD 0.8500 2,550.00 0.000 0 (BONDED FIBER MATRIX) 014 STREET SWEEPING LS 90,000.0000 90,000.00 1.000 90,000 015 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 115,000.0000 115,000.00 1.000 115,000 016 RAIN EVENT ACTION PLAN EA 500.0000 25,000.00 13.000 6,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 12,100.00 3.000 1,650 019 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 1.000 14,000 020 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 021 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 1.6000 1,456.00 615.000 984 022 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 39,400.00 251,046.000 50,209 PROGRAM CAS145 PAGE 2 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,300.00 104.000 3,120 024 TEMPORARY RAILING (TYPE K) LF 12.0000 670,800.00 56,700.000 680,400 025 TEMPORARY CRASH CUSHION MODULE EA 250.0000 65,000.00 289.000 72,250 026 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4000 25,960.00 0.000 0 (HAZARDOUS WASTE) 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 16,120.00 41,773.000 16,709 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT LF 22.0000 9,900.00 449.000 9,878 029 REMOVE CHAIN LINK FENCE LF 15.0000 2,400.00 152.000 2,280 030 REMOVE METAL BEAM GUARD RAILING LF 7.2500 15,515.00 2,296.000 16,646 031 REMOVE DOUBLE THRIE BEAM BARRIER LF 8.0000 22,640.00 2,837.500 22,700 032 REMOVE SINGLE THRIE BEAM BARRIER LF 6.0000 82,200.00 13,700.000 82,200 033 REMOVE PAINTED TRAFFIC STRIPE LF 0.3200 27,040.00 84,500.000 27,040 034 REMOVE PAINTED PAVEMENT MARKING SQFT 2.1000 1,911.00 504.000 1,058 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3200 12,416.00 34,319.000 10,982 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.1000 273.00 60.000 126 037 REMOVE PAVEMENT MARKER EA 0.5000 21,400.00 51,025.000 25,512 038 REMOVE SIGN STRUCTURE EA 1,500.0000 1,500.00 1.000 1,500 039 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 5,600.00 1,120.000 5,600 040 REMOVE PIPE LF 16.0000 30,880.00 1,924.500 30,792 041 REMOVE INLET EA 300.0000 6,900.00 23.000 6,900 042 SALVAGE METAL BRIDGE RAILING LF 5.0000 1,940.00 388.000 1,940 043 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 5.000 1,500 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 53,000.00 11,043.440 55,217 045 REMOVE CONCRETE CY 260.0000 4,680.00 10.400 2,704 046 REMOVE CONCRETE BARRIER LF 8.0000 16,480.00 2,057.000 16,456 047 CAP INLET EA 1,100.0000 5,500.00 5.000 5,500 048 CAP MANHOLE EA 2,000.0000 2,000.00 1.000 2,000 049 BRIDGE REMOVAL (PORTION), LOCATION A LS 140,000.0000 140,000.00 1.000 140,000 PROGRAM CAS145 PAGE 3 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000 051 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000 052 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 053 ROADWAY EXCAVATION CY 17.0000 1,320,900.00 15,350.000 260,950.00 97,123.000 1,651,091 054 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 055 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 056 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 116,080.00 1,451.000 116,080 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 1,928,800.00 3,950.000 98,750.00 81,102.000 2,027,550 (F) 058 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 61,250.00 2,450.000 61,250 (F) 059 STRUCTURE BACKFILL (BRIDGE) CY 65.0000 73,450.00 1,130.000 73,450 (F) 060 STRUCTURE BACKFILL (RETAINING WALL) CY 39.0000 2,179,554.00 55,886.000 2,179,554 (F) 061 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 40.0000 5,560.00 139.000 5,560 (F) 062 PERVIOUS BACKFILL MATERIAL (RETAINING CY 100.0000 360,500.00 3,605.000 360,500 (F) WALL) 063 DITCH EXCAVATION CY 55.0000 30,250.00 550.000 30,250 064 SOIL NAIL ASSEMBLY LF 22.0000 595,430.00 34,052.800 749,161 065 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1100 36,740.00 334,300.000 36,773 (SQFT) 066 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 3,939.00 30,300.000 3,939 067 CLASS 3 AGGREGATE BASE CY 26.0000 748,800.00 28,407.930 738,606 068 LEAN CONCRETE BASE CY 82.0000 1,656,400.00 20,200.000 1,656,400 069 HOT MIX ASPHALT (TYPE B) TON 86.0000 436,880.00 6,048.010 520,128 070 DATA CORE LS 2,000.0000 2,000.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 840.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 840.00 151.000 906 073 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 16,800.00 3,867.000 23,202 074 TACK COAT TON 700.0000 5,600.00 8.000 5,600 075 JOINTED PLAIN CONCRETE PAVEMENT CY 120.0000 5,292,000.00 42,894.800 5,147,376 076 SEAL PAVEMENT JOINT LF 2.8000 425,600.00 151,740.000 424,872 PROGRAM CAS145 PAGE 4 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL ISOLATION JOINT LF 4.5000 180,450.00 37,886.000 170,487 078 GRIND EXISTING CONCRETE SQYD 9.0000 32,130.00 3,570.000 32,130 PAVEMENT 079 FURNISH STEEL PILING (HP 12 X 84) LF 40.0000 50,400.00 1,260.000 50,400 080 DRIVE STEEL PILE (HP 12 X 84) EA 2,700.0000 97,200.00 36.000 97,200 081 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 82.0000 755,876.00 9,218.000 755,876 082 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,315.0000 398,445.00 303.000 398,445 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 372,000.0000 372,000.00 1.000 372,000 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 95,700.00 319.000 95,700 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 525.0000 2,415,000.00 4,600.000 2,415,000 (F) 086 STRUCTURAL CONCRETE, RETAINING WALL CY 290.0000 6,989,290.00 24,101.000 6,989,290 (F) 087 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 159,250.00 245.000 159,250 (F) (TYPE N) 088 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 490,800.00 409.000 490,800 (F) 089 MINOR CONCRETE (BACKFILL) CY 145.0000 8,120.00 56.000 8,120 (F) 090 ARCHITECTURAL TREATMENT SQFT 4.0000 825,572.00 206,393.000 825,572 (F) 091 DRILL AND BOND DOWEL LF 30.0000 15,360.00 482.000 14,460 092 PTFE BEARING EA 5,300.0000 63,600.00 12.000 63,600 093 JOINT SEAL (MR 1") (TYPE A) LF 75.0000 9,525.00 123.000 9,225 094 REPLACE WABO NEOPRENE GLAND (MR 7") LF 33.0000 47,190.00 0.000 0 095 WABO JOINT SEAL ASSEMBLY (MR 7") LF 1,700.0000 200,600.00 118.000 200,600 096 BAR REINFORCING STEEL (BRIDGE) LB 0.7500 1,217,887.50 1,623,850.000 1,217,887 (F) 097 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8900 2,523,159.79 2,835,011.000 2,523,159 (F) 098 SHOTCRETE CY 560.0000 211,120.00 377.000 211,120 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) LB 3.9000 81,334.50 20,855.000 81,334 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 5,213.75 20,855.000 5,213 (F) 101 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 2,400.00 160.000 2,400 102 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 1,500.00 60.000 1,500 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 544.00 32.000 544 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,450.0000 36,250.00 25.000 36,250 (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 2.000 600 106 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 1.000 500 107 12" REINFORCED CONCRETE PIPE LF 400.0000 1,200.00 2.500 1,000 108 18" REINFORCED CONCRETE PIPE LF 59.0000 106,200.00 1,791.500 105,698 109 24" REINFORCED CONCRETE PIPE LF 60.0000 439,800.00 7,322.000 439,320 110 42" REINFORCED CONCRETE PIPE LF 200.0000 58,000.00 268.000 53,600 111 45" REINFORCED CONCRETE PIPE LF 180.0000 41,400.00 224.000 40,320 112 JACKED 24" REINFORCED CONCRETE PIPE LF 700.0000 196,000.00 152.000 106,400 (CLASS V) 113 18" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 14,550.00 97.000 14,550 114 24" CORRUGATED STEEL PIPE (.109" THICK) LF 77.0000 85,470.00 1,110.000 85,470 115 36" CORRUGATED STEEL PIPE (.109" THICK) LF 91.0000 43,680.00 480.000 43,680 116 18" SLOTTED CORRUGATED STEEL PIPE LF 80.0000 49,600.00 620.000 49,600 (.079" THICK) 117 24" SLOTTED CORRUGATED STEEL PIPE LF 86.0000 71,380.00 820.500 70,563 (0.109 THICK) 118 8" NON-PERFORATED PLASTIC PIPE LF 35.0000 3,850.00 108.500 3,797 UNDERDRAIN 119 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 12.0000 15,240.00 1,265.000 15,180 120 FILTER FABRIC SQYD 6.5000 9,620.00 1,480.000 9,620 121 PERMEABLE MATERIAL CY 87.0000 23,490.00 270.000 23,490 122 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 41,000.00 408.000 40,800 (.109" THICK) 123 8" CORRUGATED STEEL PIPE RISER LF 85.0000 1,530.00 17.400 1,479 (0.064" THICK) 124 18" STEEL FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 125 ROCK SLOPE PROTECTION CY 270.0000 2,970.00 11.000 2,970 (FACING, METHOD B) 126 SLOPE PAVING (CONCRETE) CY 3,900.0000 7,800.00 2.000 7,800 (F) 127 ROCK SLOPE PROTECTION FABRIC SQYD 9.0000 270.00 30.000 270 128 MINOR CONCRETE (GUTTER) CY 470.0000 34,310.00 73.000 34,310 (F) 129 MISCELLANEOUS IRON AND STEEL LB 1.0000 57,691.00 57,691.000 57,691 (F) 130 ISOLATION CASING LB 5.0000 50,750.00 10,150.000 50,750 (F) PROGRAM CAS145 PAGE 6 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 28,680.00 4,780.000 28,680 (F) 132 INCLINED SCREEN TYPE A GROSS SOLID EA 30,000.0000 30,000.00 1.000 30,000 REMOVAL DEVICE 133 INSTALL MEDIAN MILEAGE PANEL EA 40.0000 1,520.00 36.000 1,440 134 METAL BEAM GUARD RAILING LF 22.0000 54,780.00 2,825.000 62,150 135 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 62.0000 77,128.00 1,244.000 77,128 (F) 136 CABLE RAILING LF 14.0000 17,696.00 1,264.000 17,696 (F) 137 TRANSITION RAILING (TYPE WB) EA 3,400.0000 10,200.00 3.000 10,200 138 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 3,000.00 5.000 3,750 139 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 3.000 9,000 140 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 4.000 10,000 141 CONCRETE BARRIER (TYPE 60C) LF 100.0000 80,000.00 669.000 66,900 142 CONCRETE BARRIER (TYPE 60D) LF 37.0000 595,700.00 16,100.000 595,700 143 CONCRETE BARRIER (TYPE 60C MOD) LF 200.0000 486,000.00 2,430.000 486,000 144 CONCRETE BARRIER (TYPE 60VF) LF 300.0000 26,700.00 89.000 26,700 145 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 51.0000 109,395.00 2,145.000 109,395 (F) 146 CONCRETE BARRIER (TYPE 736A MOD) LF 48.0000 729,600.00 15,167.000 728,016 147 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4200 32,886.00 81,091.000 34,058 148 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 5,130.50 3,210.000 4,975 149 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 4,070.00 3,832.000 4,215 (BROKEN 12-3) 150 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 36,600.00 8,691.000 26,073 151 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 28,400.00 146,075.000 29,215 (BROKEN 36-12) 152 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 94.00 608.000 121 (BROKEN 17-7) 153 PAINTED TRAFFIC STRIPE LF 0.2000 21,600.00 109,073.000 21,814 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 31,570.00 31,208.000 34,328 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 26,760.00 9,454.000 28,362 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 157 MODIFY CLOSED CIRCUIT TELEVISION CAMERA LS 29,000.0000 29,000.00 1.000 29,000 SYSTEM PROGRAM CAS145 PAGE 7 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MODIFY RAMP METERING SYSTEM LS 90,000.0000 90,000.00 1.000 90,000 159 MODIFY LIGHTING AND SIGN ILLUMINATION LS 161,000.0000 161,000.00 1.000 161,000 160 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 161 ROADWAY EXCAVATION (TYPE Z-3) CY 135.0000 29,700.00 0.000 0 (AERIALLY DEPOSITED LEAD) 162 ROADWAY EXCAVATION (TYPE Y-1) CY 20.0000 193,200.00 -190.000 -3,800.00 0.000 0 (AERIALLY DEPOSITED LEAD) 163 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000 164 ADL BURIAL LOCATION REPORT LS 6,000.0000 6,000.00 0.000 0 165 STRUCTURE EXCAVATION (TYPE Z-3) CY 140.0000 16,800.00 0.000 0 (AERIALLY DEPOSITED LEAD) 166 STRUCTURE EXCAVATION (TYPE Y-1) CY 25.0000 95,750.00 0.000 0 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 8 DATE 08/03/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-2332A4 TIME 04:15 PM ESTIMATE NO. 037 BID OPENING 09/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: AL-JAMAL, ABDUL DATE OF THIS ESTIMATE 08/03/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 355,900.00 39,802,157.93 ADJUSTMENT OF COMPENSATION 15,184.90 13,601.77 EXTRA WORK 0.00 772,586.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 371,084.90 40,588,346.44 167 MOBILIZATION LS 3,800,000.0000 3,800,000.00 1.000 3,800,000 ORIGINAL CONTRACT AMOUNT 43,630,802.04 TOTAL WORK COMPLETED 371,084.90 44,388,346.44 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 987,000.00 -3,791,500.00 TOTAL 1,358,084.90 40,596,846.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 03/22/12 350 05/16/12 05/16/12 02/20/15 350 89 0 0 100% 100% AL-JAMAL, ABDUL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/03/15