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 02/25/16 EST. NO. 048 TIME 10:35 AM R.E. NAME: ANDREW BRANDT 10-481004 --------------------------------------------------------------------------- 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 0232 440.10 E.W. @ F.A.(+) 100215 N 0864.0 0233 248.48 102815 N 0865.0 0234 166.33 111315 N 0868.0 0235 248.48 111715 N 0869.0 0236 478.29 111915 N 0870.0 0237 71.87 121515 N 0901.0 0238 527.24 121615 N 0902.0 0239 292.86 121615 N 0903.0 0241 666.60 121715 N 0905.0 0242 972.28 121715 N 0906.0 003 0029 511.77 E.W. @ F.A.(+) 120315 N 0912.0 0030 419.00 120915 N 0913.0 0031 466.79 121515 N 0914.0 0032 550.08 121615 N 0915.0 0033 6,879.49 120115 N 0909.0 0034 7,628.87 120215 N 0910.0 0035 4,808.84 120315 N 0911.0 0036 711.39 120215 N 0916.0 018 0025 750.00 E.W. @ F.A.(+) 093015 N 0888.0 033 0011 791.65 E.W. @ F.A.(+) 120915 N 0893.0 0012 845.83 121715 N 0894.0 0013 962.17 123115 N 0895.0 0015 147.23 121615 N 0892.0 034 0028 1,159.27 E.W. @ F.A.(+) 120915 N 0896.0 0029 520.01 121615 N 0897.0 0030 725.05 012816 N 0900.0 0031 1,215.50 012816 N 0919.0 036 0024 2,360.84 E.W. @ F.A.(+) 120215 N 0907.0 0025 3,196.47 120315 N 0908.0 038 0001 262.24 E.W. @ F.A.(+) 120915 N 0898.0 0002 461.11 121815 N 0899.0 042 0002 456.65 E.W. @ F.A.(+) 111915 N 0882.0 044 0009 1,611.97 E.W. @ F.A.(+) 123115 N 0918.0 045 0001 31,795.61 E.W. @ L.S.(+) 011216 N 11 0 047 0006 213.13 E.W. @ F.A.(+) 012816 N 0917.0 053 0001 5,058.97 E.W. @ L.S.(+) 012216 N 1 0 054 0001 7,123.00 E.W. @ L.S.(+) 012616 N 11 0 055 0001 31,629.00 E.W. @ L.S.(+) 012216 N 2 0 056 0001 7,813.92 E.W. @ L.S.(+) 111515 N 12 0 125,188.38 TOTAL THIS ESTIMATE 2,438,571.07 TOTAL PREVIOUS ESTIMATE 2,563,759.45 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 02/25/16 EST. NO. 048 TIME 10:35 AM R.E. NAME: ANDREW BRANDT 10-481004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILE BENT 3 -7,386.00 006 DEDUCTION FOR CONCRT -19,454.00 048 -19,454.00 -26,840.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM-2402F -10,000.00 048 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 007 REC'ED PAYROLLS#7 10,000.00 008 MISSING PAYROLLS -1,000.00 010 REC'ED PAYROLLS 1,000.00 012 MISSING PAYROLLS -2,500.00 019 REC'ED PAYROLLS#19 2,500.00 020 MISSING PAYROLLS -10,000.00 023 REC'ED #23 10,000.00 025 MISSING PAYROLLS -10,000.00 037 MISSING PAYROLLS -5,000.00 038 MISSING PAYROLLS -3,000.00 039 REC'ED #37 &38 15,000.00 039 REC'ED PAYROLLS 3,000.00 040 MISSING PAYROLLS -10,000.00 041 MISSING PAYROLLS -5,000.00 047 0.00 -15,000.00 TOTAL DEDUCTIONS -29,454.00 -51,840.00 PROGRAM CAS145 PAGE 1 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 10-MER-99-13.9/14.4 ---------------------------------------- RGW CONSTRUCTION INC IN MERCED COUNTY IN MERCED FROM 0.3 550 GREENVILLE ROAD MILE SOUTH OF ROUTE 99/140 LIVERMORE CA 94550 SEPARATION TO G STREET UNDER CROSSING AND ON ROUTE 140 AT MAIN STREET. FED. AID NO. ACNH-P099(550)E WIDEN UNDERCROSSING AND WIDEN RDWY ------------------------------------------------------------------------------------------------------------------------------------ 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 6,500.0000 6,500.00 0.200 1,300.00 0.950 6,175 002 TIME-RELATED OVERHEAD WDAY 1,650.0000 1,113,750.00 12.000 19,800.00 848.000 1,399,200 003 TEMPORARY SUPPORT LS 450,000.0000 450,000.00 1.000 450,000 004 18" TEMPORARY CULVERT LF 72.0000 38,160.00 16.250 1,170.00 428.500 30,852 005 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 1.000 20,000 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.8000 12,880.00 25.000 70.00 16,320.500 45,697 008 TEMPORARY SILT FENCE LF 3.0000 4,920.00 1,396.000 4,188 009 TEMPORARY GRAVEL BAG BERM LF 16.0000 2,080.00 0.000 0 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,850.0000 14,800.00 15.250 28,212 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 22,000.00 12.000 33,000 012 TEMPORARY COVER SQYD 3.0000 6,000.00 14,288.770 42,866 013 MOVE-IN/MOVE-OUT EA 500.0000 2,000.00 3.000 1,500 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,400.00 34.000 6,800 015 TEMPORARY HYDRAULIC MULCH SQYD 1.1000 3,850.00 4,577.060 5,034 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000 017 RAIN EVENT ACTION PLAN EA 500.0000 46,500.00 3.000 1,500.00 43.000 21,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 4,000.00 11.000 5,500 020 CONSTRUCTION AREA SIGNS LS 37,500.0000 37,500.00 0.020 750.00 1.000 37,500 021 TRAFFIC CONTROL SYSTEM LS 355,000.0000 355,000.00 1.000 355,000 022 TYPE III BARRICADE EA 65.0000 6,240.00 96.000 6,240 PROGRAM CAS145 PAGE 2 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,800.00 115.000 3,450 024 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,000.0000 36,000.00 1.000 36,000 025 PORTABLE RADAR TRAILER EA 1,900.0000 7,600.00 2.000 3,800 026 TEMPORARY RAILING (TYPE K) LF 18.0000 280,800.00 22,320.000 401,760 027 TEMPORARY CRASH CUSHION MODULE EA 400.0000 33,600.00 123.000 49,200 028 TEMPORARY TRAFFIC SCREEN LF 5.0000 78,000.00 19,600.000 98,000 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 11,100.00 0.000 0 (HAZARDOUS WASTE) 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 4,340.00 3,388.000 6,776 STRIPE (HAZARDOUS WASTE) 031 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 10.0000 790.00 79.000 790 MARKING (HAZARDOUS WASTE) 032 REMOVE CHAIN LINK FENCE LF 5.0000 4,650.00 -67.000 -335.00 949.000 4,745 033 REMOVE METAL BEAM GUARD RAILING LF 10.0000 9,500.00 945.000 9,450 034 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 6,740.00 1,288.000 1,288.00 9,422.000 9,422 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 370.00 6,735.000 6,735 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,360.00 766.000 2,298 037 REMOVE PAVEMENT MARKER EA 1.0000 330.00 612.000 612 038 REMOVE ROADSIDE SIGN EA 35.0000 455.00 8.000 280 039 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 740.00 55.000 110 040 REMOVE CULVERT LF 45.0000 5,850.00 95.000 4,275 041 REMOVE INLET EA 525.0000 8,400.00 6.000 3,150 042 REMOVE DOWNDRAIN LF 41.0000 9,020.00 213.000 8,733 043 REMOVE TEMPORARY PORTLAND CEMENT SQFT 1.0000 6,935.00 0.000 0 CONCRETE OVERLAY 044 SALVAGE SINGLE THRIE BEAM BARRIER LF 5.0000 19,400.00 205.000 1,025.00 3,880.000 19,400 045 RELOCATE ROADSIDE SIGN EA 200.0000 2,000.00 6.000 1,200 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.8000 49,440.00 13,271.040 63,700 047 REMOVE CONCRETE CURB AND SIDEWALK CY 145.0000 15,950.00 111.000 16,095 048 CLEAN BRIDGE DECK SQFT 2.0000 13,870.00 0.000 0 049 CAP INLET EA 1,200.0000 1,200.00 1.000 1,200 PROGRAM CAS145 PAGE 3 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 260,000.0000 260,000.00 1.000 260,000 051 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000 052 CLEARING AND GRUBBING LS 48,000.0000 48,000.00 1.000 48,000 053 ROADWAY EXCAVATION CY 41.6000 293,280.00 290.150 12,070.24 9,117.230 379,276 054 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000 055 STRUCTURE EXCAVATION (BRIDGE) CY 90.0000 469,800.00 5,572.000 501,480 (F) 056 STRUCTURE EXCAVATION (TYPE D) CY 51.0000 16,779.00 329.000 16,779 (F) 057 STRUCTURE EXCAVATION (RETAINING WALL) CY 21.6000 33,480.00 1,550.000 33,480 (F) 058 STRUCTURE BACKFILL (BRIDGE) CY 55.0000 299,365.00 5,676.000 312,180 (F) 059 STRUCTURE BACKFILL (RETAINING WALL) CY 55.5000 68,265.00 1,257.000 69,763 (F) 060 EROSION CONTROL (COMPOST BLANKET) CY 75.0000 34,500.00 216.000 16,200.00 497.080 37,281 061 EROSION CONTROL (DRILL SEED) (ACRE) ACRE 2,200.0000 3,520.00 0.000 0 062 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 7,000.00 1.000 500.00 6.000 3,000 063 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,300.0000 5,280.00 1.600 5,280.00 3.331 10,992 064 EXTEND 6" CONDUIT LF 83.0000 2,075.00 0.000 0 065 CLASS 2 AGGREGATE BASE CY 49.5000 32,670.00 860.000 42,570 066 AGGREGATE BASE (APPROACH SLAB) CY 78.0000 19,890.00 0.000 0 067 HOT MIX ASPHALT (TYPE A) TON 73.0000 934,400.00 67.555 4,931.52 9,511.075 694,308 068 SHOULDER RUMBLE STRIP STA 164.0000 10,496.00 62.000 10,168.00 62.000 10,168 (HMA,ROLLED-IN INDENTATIONS) 069 DATA CORE LS 1,500.0000 1,500.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 2,480.00 622.000 2,488 071 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 1,350.00 354.500 1,063 072 TACK COAT TON 100.0000 1,500.00 0.510 51.00 10.318 1,031 073 78" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 590.0000 1,316,880.00 2,219.900 1,309,741 074 FURNISH PILING (CLASS 90) LF 39.5000 970,752.00 31,084.610 1,227,842 (ALTERNATIVE W) 075 DRIVE PILE (CLASS 90) EA 1,375.0000 622,875.00 571.000 785,125 (ALTERNATIVE W) 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 1.000 275,000 PROGRAM CAS145 PAGE 4 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 160.0000 180,800.00 1,299.000 207,840 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 410.0000 4,749,440.00 11,488.000 4,710,080 (F) 079 STRUCTURAL CONCRETE, RETAINING WALL CY 340.0000 158,100.00 474.000 161,160 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB CY 365.0000 502,605.00 23.500 8,577.50 1,377.000 502,605 (F) (TYPE N MODIFIED) 081 MINOR CONCRETE (MINOR STRUCTURE) CY 1,020.0000 47,940.00 2.615 2,667.30 38.105 38,867 (F) 082 PAVING NOTCH EXTENSION CF 70.5000 27,142.50 385.000 27,142 083 DRILL AND BOND DOWEL LF 23.0000 19,320.00 840.000 19,320 084 JOINT SEAL (MR 1 1/2") LF 56.0000 31,416.00 561.000 31,416 085 JOINT SEAL ASSEMBLY (MR 8") LF 2,100.0000 1,169,700.00 557.000 1,169,700 086 BAR REINFORCING STEEL (BRIDGE) LB 0.9500 3,492,732.00 3,676,560.000 3,492,732 (F) 087 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 62,100.00 69,000.000 62,100 (F) 088 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 22.0000 11,440.00 520.000 11,440 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,800.00 107.250 1,287 (0.063"-UNFRAMED) 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 616.00 60.000 840 (0.080"-UNFRAMED) 091 ROADSIDE SIGN - ONE POST EA 150.0000 2,400.00 15.000 2,250 092 ROADSIDE SIGN - TWO POST EA 200.0000 800.00 2.000 400 093 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 14.5000 7,540.00 520.000 7,540 094 24" REINFORCED CONCRETE PIPE LF 78.0000 17,160.00 106.500 8,307.00 165.000 12,870 095 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 63.0000 13,230.00 204.000 12,852 (.079" THICK) 096 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 66.0000 6,006.00 92.000 6,072 (.079" THICK) 097 24" WELDED STEEL PIPE CASING (BRIDGE) LF 92.0000 8,648.00 100.000 9,200 098 18" STEEL FLARED END SECTION EA 137.0000 411.00 3.000 411 099 24" STEEL FLARED END SECTION EA 200.0000 400.00 2.000 400 100 ROCK SLOPE PROTECTION CY 240.0000 1,920.00 7.500 1,800 (NO. 2, METHOD B) 101 SLOPE PAVING (CONCRETE) CY 605.0000 142,175.00 235.000 142,175 (F) 102 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 195.00 30.000 195 103 MINOR CONCRETE (CURB, SIDEWALK AND CY 455.0000 50,050.00 106.810 48,598 CURB RAMP) PROGRAM CAS145 PAGE 5 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CURB RAMP DETECTABLE WARNING SURFACE SQFT 35.0000 560.00 16.000 560 105 MISCELLANEOUS IRON AND STEEL LB 2.0000 13,692.00 373.200 746.40 5,589.200 11,178 (F) 106 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 19,530.00 148.000 3,108.00 874.000 18,354 107 DELINEATOR (CLASS 1) EA 35.0000 2,800.00 52.000 1,820.00 84.000 2,940 108 GUARD RAILING DELINEATOR EA 35.0000 1,085.00 24.000 840.00 27.000 945 109 OBJECT MARKER EA 50.0000 800.00 2.000 100.00 9.000 450 110 METAL BEAM GUARD RAILING (STEEL POST) LF 27.5000 10,725.00 101.000 2,777.50 372.000 10,230 111 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 59,250.00 0.000 0 112 CHAIN LINK RAILING (TYPE 7) LF 65.0000 75,205.00 1,157.000 75,205 (F) 113 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 23.0000 81,650.00 3,437.500 79,062.50 3,437.500 79,062 114 TRANSITION RAILING (TYPE STB) EA 4,450.0000 8,900.00 2.000 8,900.00 2.000 8,900 115 TRANSITION RAILING (TYPE WB) EA 3,335.0000 16,675.00 5.000 16,675 116 TRANSITION RAILING (TYPE DTB) EA 4,700.0000 9,400.00 2.000 9,400.00 2.000 9,400 117 TERMINAL CONNECTOR (THRIE BEAM BARRIER) EA 200.0000 800.00 4.000 800.00 4.000 800 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 9,600.00 1.000 3,200.00 3.000 9,600 119 CONCRETE BARRIER (TYPE 60A, MODIFIED) LF 50.0000 44,900.00 898.000 44,900 (F) 120 CONCRETE BARRIER (TYPE 736) LF 100.0000 186,500.00 1,865.000 186,500 (F) 121 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 6,800.00 15.000 75.00 1,289.000 6,445 122 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 15,700.00 33,293.000 16,646 (SPRAYABLE) 123 PAINT TRAFFIC STRIPE LF 0.4000 6,600.00 27,781.000 11,112 124 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 162.00 142.000 426 125 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 4,000.00 1,448.000 5,792 126 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 127 COMMUNICATION CONDUIT LS 32,350.0000 32,350.00 1.000 32,350.00 1.000 32,350 128 RELOCATE MICROWAVE VEHICLE DETECTION LS 4,150.0000 4,150.00 0.500 2,075 SYSTEM 129 TRAFFIC MONITORING STATION LS 23,000.0000 23,000.00 1.000 23,000 130 MODIFY SIGNAL LS 22,300.0000 22,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MODIFY LIGHTING LS 98,000.0000 98,000.00 1.000 98,000 PROGRAM CAS145 PAGE 7 DATE 02/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-481004 TIME 10:35 AM ESTIMATE NO. 048 BID OPENING 11/29/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/18/16 R.E. NAME: ANDREW BRANDT DATE OF THIS ESTIMATE 02/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 238,499.96 20,794,858.37 ADJUSTMENT OF COMPENSATION 0.00 368,765.09 EXTRA WORK 125,188.38 2,194,994.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 363,688.34 23,358,617.82 132 MOBILIZATION LS 1,825,000.0000 1,825,000.00 1.000 1,825,000 ORIGINAL CONTRACT AMOUNT 21,950,177.50 TOTAL WORK COMPLETED 363,688.34 25,183,617.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -29,454.00 -51,840.00 TOTAL 334,234.34 25,131,777.82 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 02/03/12 675 05/03/12 06/07/12 02/18/16 675 82 156 0 100% 100% ANDREW BRANDT RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/16