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 04/22/15 EST. NO. 031 TIME 01:59 PM R.E. NAME: RIVERA, FERNANDO 03-1A43A4 --------------------------------------------------------------------------- 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 0079 185.25 E.W. @ F.A.(+) 071514 Y 0316 0 003 0030 1,839.65 E.W. @ F.A.(+) 062713 Y 0107.0 0079 199.07 062513 Y 0075.0 0080 1,644.09 061213 Y 0101 0 019 0007 212.08 E.W. @ F.A.(+) 092313 Y 0210.0 0008 375.57 071213 Y 0163.1 0010 600.54 112613 Y 0256.0 0011 543.86 111813 Y 0257.0 021 0108 1,591.60 E.W. @ F.A.(+) 072114 N 5225.0 044 0014 1,581.69 A.C. @ L.S.(+) 101613 N 0231.0 052 0001 349.10 E.W. @ F.A.(+) 011513 Y 0037.0 0002 622.25 011613 Y 0038.0 0011 571.94 050913 Y 0156.0 0016 880.23 050113 Y 0112.1 0017 1,034.06 032213 Y 0167.1 057 0007 664.14 E.W. @ F.A.(+) 041713 Y 0098 0 077 0011 875.73 E.W. @ F.A.(+) 112713 N 0346.0 0013 3,503.02 120313 Y 0348.0 0021 2,627.24 121313 Y 0356.0 095 0015 30,100.00 E.W. @ L.S.(+) 041515 N 0393.0 50,001.11 TOTAL THIS ESTIMATE 2,683,936.49 TOTAL PREVIOUS ESTIMATE 2,733,937.60 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 04/22/15 EST. NO. 031 TIME 01:59 PM R.E. NAME: RIVERA, FERNANDO 03-1A43A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC GIRDER FINISHING -100,000.00 011 PCC GIRDER FINISHING -100,000.00 012 SWPPP DEFICIENCIES -332,000.00 012 TYPE 60C MOD BARRIER -5,000.00 012 RTN PCC GIRDER FINIS 100,000.00 013 RTN 1/2 SWPPP DEFICI 166,000.00 013 RTN 1/2 SWPPP DEFICI 166,000.00 014 CPM SCHEDULES -46,897.23 016 CPM SCHEDULE WITHOLD -85,765.47 017 RTN PCC GIRDER FINIS 100,000.00 018 25% CPM DEDUCTION -23,671.19 019 CPM DEDUCTION -93,308.49 020 RTN TYPE 60C MOD BAR 5,000.00 020 25% CPM DEDUCTION -263,553.95 021 RTN CPM DEDUCTION 93,308.49 022 RTN CPM SCHEDULES 46,897.23 022 RTN CPM SCHEDULE WH 85,765.47 022 RTN PARTIAL 25% CPM 6,955.78 022 RTN 25% CPM DEDUCTIO 23,671.19 022 RTN REMAIN CPM DEDCT 256,598.17 024 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 2/13 -5,000.00 003 PER LTR DATED 4/13 -1,000.00 005 RETURN DEDUCT 4/13 1,000.00 006 RETURN DEDUCT 2/13 5,000.00 006 PER LTR DATED 8/13 -7,000.00 010 RETURN DEDUCT 8/13 7,000.00 012 PER LTR DATED 2/15 -4,000.00 029 PER LTR DATED 3/15 -1,000.00 030 RETURN DEDUCTION 4,000.00 030 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -1,000.00 PROGRAM CAS145 PAGE 1 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 LOCATION PROGRESS ESTIMATE 03-SUT-99-11.0/14.3 ----------------- DE SILVA GATES MCM A JNT VNTR IN SUTTER COUNTY NEAR NICOLAUS FROM OF DE SILVA GATES POWER LINE ROAD TO 0.1 MILE SOUTH PO BOX 620 OF LAUREL AVENUE NORTH HIGHLANDS, CA 956600620 FED. AID NO. SARR-P099(529)E ,A-P099(529)E WIDEN TO FOUR LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.750 11,250 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 4,800.0000 2,140,800.00 20.000 96,000.00 435.000 2,088,000 004 TEMPORARY FENCE (TYPE ESA) LF 4.0000 8,996.00 300.000 1,200 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 007 TEMPORARY FIBER ROLL LF 4.0000 285,756.00 1,069.410 4,277 011 TEMPORARY CHECK DAM LF 6.0000 5,400.00 95.930 575 012 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 6,500.00 0.000 0 013 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 24,000.0000 24,000.00 1.000 24,000 015 CONSTRUCTION AREA SIGNS LS 2,990.0000 2,990.00 1.000 2,990 016 TRAFFIC CONTROL SYSTEM LS 66,770.3800 66,770.38 1.000 66,770 017 TYPE III BARRICADE EA 80.0000 11,440.00 77.000 6,160 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,880.00 1,165.000 2,330 019 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 4.0000 336.00 0.000 0 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 14,800.00 71,885.000 7,188 021 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 9,200.00 40.000 2,000 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,825.0000 20,825.00 1.000 20,825 023 TEMPORARY RAILING (TYPE K) LF 5.0000 19,540.00 4,800.000 24,000 024 TEMPORARY CRASH CUSHION MODULE EA 50.0000 4,000.00 101.000 5,050 027 CONTRACTOR SUPPLIED BIOLOGIST LS 59,500.0000 59,500.00 1.000 59,500 028 ABANDON CULVERT EA 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 030 REMOVE CHAIN LINK FENCE LF 25.0000 1,000.00 0.000 0 031 REMOVE METAL BEAM GUARD RAILING LF 5.0000 5,670.00 765.100 3,825 033 REMOVE IRRIGATION FACILITY LF 20.0000 25,400.00 0.000 0 036 REMOVE ROADSIDE SIGN EA 60.0000 960.00 26.000 1,560 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,269.20 600.000 600 038 REMOVE OVERSIDE DRAIN EA 1,000.0000 1,000.00 0.000 0 040 REMOVE INLET EA 1,000.0000 1,000.00 0.000 0 042 REMOVE DOWNDRAIN EA 1,000.0000 1,000.00 0.000 0 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.3000 39,651.00 139,385.700 41,815 046 RESET ROADSIDE SIGN EA 150.0000 3,000.00 11.000 1,650 047 RELOCATE GATE EA 2,500.0000 2,500.00 0.000 0 048 RELOCATE ROADSIDE SIGN EA 150.0000 2,250.00 12.000 1,800 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 42,992.25 43,057.960 32,293 051 CLEARING AND GRUBBING LS 62,300.0000 62,300.00 0.900 56,070 052 ROADWAY EXCAVATION CY 40.0000 796,672.00 26,250.150 1,050,006 053 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.000 0 054 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 34,200.00 285.000 34,200 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 35,500.00 355.000 35,500 (F) 057 SAND BACKFILL CY 200.0000 5,800.00 0.000 0 058 IMPORTED BORROW CY 0.1000 225.00 0.000 0 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 40.0000 16,400.00 1,220.000 48,800 060 EROSION CONTROL (BLANKET) SQYD 2.0000 1,620.00 0.000 0 061 EROSION CONTROL (DRILL SEED) SQYD 0.5300 102,996.49 99,704.000 52,843 062 EROSION CONTROL (TYPE D) SQYD 0.5000 7,244.05 42,575.100 21,287 063 FIBER ROLLS LF 2.5000 103,252.50 8,824.000 22,060 064 COMPOST, INCORPORATE SQYD 3.0000 23,910.00 9,680.000 29,040 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 3,500.00 5.000 1,250 PROGRAM CAS145 PAGE 3 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 066 CLASS 2 AGGREGATE BASE CY 25.0000 583,637.50 20,172.804 504,320 067 HOT MIX ASPHALT TON 50.0010 2,336,711.73 35,783.360 1,789,203 068 HOT MIX ASPHALT (TYPE B) TON 60.0000 55,500.00 1,074.940 64,496 069 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 15,200.00 93.000 7,440 070 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 612,000.00 6,926.710 554,136 071 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1.0000 9.00 0.000 0 PAVEMENT INTERLAYER) 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 3.0000 20,250.00 0.000 0 073 DATA CORE LS 3,000.0000 3,000.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 900.00 465.000 930 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 6,280.00 2,952.000 5,904 076 PLACE HOT MIX ASPHALT SQYD 50.0000 1,450.00 120.160 6,008 (MISCELLANEOUS AREA) 077 TACK COAT TON 1,000.3167 94,729.99 68.319 68,340 080 FURNISH PILING (CLASS 140) LF 50.0000 90,550.00 2,036.400 101,820 (ALTERNATIVE W) 081 DRIVE PILE (CLASS 140) EA 2,200.0000 70,400.00 32.000 70,400 (ALTERNATIVE W) 082 FURNISH CAST-IN-STEEL SHELL CONCRETE LF 200.1784 373,612.96 1,884.450 377,226 PILING (NPS 90) 083 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 186,756.1983 2,259,750.00 12.050 2,250,412 PILING (NPS 90) 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 26,000.0000 26,000.00 1.000 26,000 085 PRESTRESSING LS 566,007.2800 566,007.28 1.000 566,007 086 SEAL COURSE CONCRETE CY 499.8071 51,830.00 96.260 48,111 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 32,450.00 59.000 32,450 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 990.3400 7,422,598.30 7,495.000 7,422,598 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 30,800.00 28.000 30,800 (F) (TYPE EQ) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 20,000.00 8.500 8,500 (F) 091 CLEAN EXPANSION JOINT LF 50.0000 66,150.00 1,288.000 64,400 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,500.0000 292,000.00 8.000 292,000 BULB-TEE GIRDER (90'-100') 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,100.0000 1,641,600.00 96.000 1,641,600 BULB-TEE GIRDER (100'-110') 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,000.0000 148,000.00 4.000 148,000 BULB-TEE GIRDER (110'-120') PROGRAM CAS145 PAGE 4 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,859.4600 212,627.04 24.000 212,627 BULB-TEE GIRDER (40'-50') 096 ERECT PRECAST PRESTRESSED CONCRETE EA 4,136.3600 545,999.52 132.000 545,999 GIRDER 097 PTFE SPHERICAL BEARING EA 1,000.0000 20,000.00 20.000 20,000 098 JOINT SEAL (MR 1") LF 55.0000 4,840.00 88.000 4,840 099 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 850.0000 35,700.00 40.000 34,000 100 JOINT SEAL ASSEMBLY (MR 6") LF 850.0000 35,700.00 40.000 34,000 101 JOINT SEAL (ASPHALTIC PLUG) LF 160.0000 211,680.00 1,288.000 206,080 102 JOINT SEAL ASSEMBLY (MR 15") LF 1,500.0000 63,000.00 40.000 60,000 103 JOINT SEAL ASSEMBLY (MR 15 1/2") LF 1,700.0000 71,400.00 40.000 68,000 104 JOINT SEAL ASSEMBLY (MR 16 1/2") LF 1,750.0000 73,500.00 40.000 70,000 105 BAR REINFORCING STEEL (BRIDGE) LB 0.4700 1,108,360.11 2,358,213.000 1,108,360 (F) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,980.00 163.770 1,473 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,800.00 180.250 1,802 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,880.00 233.750 2,805 (0.080"-FRAMED) 109 ROADSIDE SIGN (BARRIER MOUNTED) EA 700.0000 1,400.00 2.000 1,400 110 ROADSIDE SIGN - ONE POST EA 150.0000 4,650.00 31.000 4,650 111 ROADSIDE SIGN - TWO POST EA 250.0000 2,000.00 8.000 2,000 112 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 450.00 3.000 450 BARRIER 113 16" PLASTIC PIPE (IRRIGATION PIPE) LF 90.0000 45,900.00 0.000 0 114 18" REINFORCED CONCRETE PIPE LF 80.0000 12,800.00 93.500 7,480 115 24" REINFORCED CONCRETE PIPE LF 70.0000 12,187.00 239.600 16,772 118 48" REINFORCED CONCRETE PIPE LF 250.0000 400.00 0.000 0 119 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 4,900.00 48.400 4,840 121 24" CORRUGATED STEEL PIPE (.079" THICK) LF 150.0000 37,500.00 110.140 16,521 123 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 200.0000 14,400.00 30.000 6,000 (.079" THICK) 124 10" CORRUGATED STEEL FLUME DOWNDRAIN LF 100.0000 48,100.00 0.000 0 125 10" TAPERED INLET EA 1,000.0000 13,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 126 24" DOWNDRAIN SLIP JOINT EA 2,000.0000 4,000.00 1.000 2,000 127 24" ANCHOR ASSEMBLY EA 1,000.0000 7,000.00 4.000 4,000 128 10" FLUME ANCHOR ASSEMBLY EA 500.0000 27,000.00 0.000 0 129 24" WELDED STEEL PIPE CASING (BRIDGE) LF 220.0000 29,920.00 122.400 26,928 131 18" CONCRETE FLARED END SECTION EA 1,250.0000 5,000.00 4.000 5,000 132 24" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 3.000 4,500 134 ROCK SLOPE PROTECTION CY 60.0000 239,400.00 0.000 0 (1/4 TON, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 80.0000 24,400.00 6.500 520 136 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 4,431.40 38.300 38 137 MISCELLANEOUS IRON AND STEEL LB 1.0000 2,783.00 0.000 0 (F) 139 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 110,817.00 15,831.000 110,817 (F) 140 CHAIN LINK FENCE (TYPE CL-4) LF 25.0000 1,250.00 0.000 0 141 DELINEATOR (CLASS 1) EA 40.0000 3,520.00 88.000 3,520 142 HIGHWAY POST MARKER EA 40.0000 320.00 8.000 320 143 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 50.0000 3,050.00 0.000 0 144 OBJECT MARKER (TYPE L-1) EA 25.0000 50.00 2.000 50 145 METAL BEAM GUARD RAILING (WOOD POST) LF 20.0000 42,000.00 2,119.900 42,398 146 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 74,400.00 1,057.700 42,308 147 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 600.0000 4,800.00 0.000 0 (F) 148 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 50.0000 1,250.00 25.000 1,250 149 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 120.0000 6,000.00 50.000 6,000 150 TRANSITION RAILING (TYPE WB) EA 2,500.0000 17,500.00 7.000 17,500 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 1.000 500 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000 153 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 8,000.00 4.000 8,000 154 CRASH CUSHION (ADIEM) EA 15,000.0000 30,000.00 2.000 30,000 155 CONCRETE BARRIER (TYPE 60) LF 30.0000 5,100.00 120.500 3,615 PROGRAM CAS145 PAGE 6 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 100.0000 9,200.00 112.820 11,282 157 CONCRETE BARRIER (TYPE 60C) LF 50.0000 126,500.00 2,354.700 117,735 158 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 125.0000 5,500.00 49.000 6,125 159 CONCRETE BARRIER (TYPE 732) LF 54.3000 361,746.60 6,662.000 361,746 (F) 160 CONCRETE BARRIER (TYPE 732B) LF 120.0000 18,000.00 142.500 17,100 161 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 25,500.00 86,486.000 21,621 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,900.00 3,421.000 1,710 163 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,420.00 1,027.000 3,081 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 405.00 1,241.000 310 (BROKEN 12-3) 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,200.00 48,364.000 12,091 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 170.00 735.000 183 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 24,800.00 5,075.000 20,300 168 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 169 LIGHTING LS 43,000.0000 43,000.00 1.000 43,000 170 TRAFFIC MONITORING STATION (COUNT) LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 7 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:59 PM ESTIMATE NO. 031 BID OPENING 05/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/15 R.E. NAME: RIVERA, FERNANDO DATE OF THIS ESTIMATE 04/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 96,000.00 23,292,475.56 ADJUSTMENT OF COMPENSATION 1,581.69 475,777.00 EXTRA WORK 48,419.42 2,258,160.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 146,001.11 26,026,413.16 171 MOBILIZATION LS 2,762,000.0000 2,762,000.00 1.000 2,762,000 ORIGINAL CONTRACT AMOUNT 27,592,772.12 TOTAL WORK COMPLETED 146,001.11 28,788,413.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,000.00 TOTAL 146,001.11 28,787,413.16 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 09/04/12 446 06/03/13 06/03/13 05/06/15 434 32 4 0 94% 96% PROGRESS IS SATISFACTORY RIVERA, FERNANDO RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/15