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 04/22/14 EST. NO.19 TIME 01:48 PM R.E. NAME: TOLLISON, RON 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 --------------------------------------------------------------------------- 003 0032 2,200.00 E.W. @ U.P (+) 053113 Y 0128.0 0032-1 -2,200.00 053113 Y 0128.0 DAO CORRECTING ENTRY 0032-2 1,100.00 053113 Y 0128.0 DAO CORRECTING ENTRY 0034 15,290.00 073113 Y 0130.0 0034-1 -15,290.00 073113 Y 0130.0 DAO CORRECTING ENTRY 0034-2 3,190.00 073113 Y 0130.0 DAO CORRECTING ENTRY 0038 2,750.00 093013 Y 0213.0 0038-1 -2,750.00 093013 Y 0213.0 DAO CORRECTING ENTRY 0038-2 1,100.00 093013 Y 0213.0 DAO CORRECTING ENTRY 0044 310.29 E.W. @ F.A.(+) 062613 Y 0242.0 0044-1 -310.29 062613 Y 0242.0 DAO CORRECTING ENTRY 0044-2 1,000.00 E.W. @ U.P (+) 062613 Y 0242.0 DAO CORRECTING ENTRY 0047 24,156.00 E.W. @ L.S.(+) 033114 N 300000 30,546.00 TOTAL THIS ESTIMATE 1,941,587.42 TOTAL PREVIOUS ESTIMATE 1,972,133.42 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 04/22/14 EST. NO.19 TIME 01:48 PM R.E. NAME: TOLLISON, RON 03-1A43A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC GIRDER FINISHING -100,000.00 11 PCC GIRDER FINISHING -100,000.00 12 SWPPP DEFICIENCIES -332,000.00 12 TYPE 60C MOD BARRIER -5,000.00 12 RTN PCC GIRDER FINIS 100,000.00 13 RTN 1/2 SWPPP DEFICI 166,000.00 13 RTN 1/2 SWPPP DEFICI 166,000.00 14 CPM SCHEDULES -46,897.23 16 CPM SCHEDULE WITHOLD -85,765.47 17 RTN PCC GIRDER FINIS 100,000.00 18 25% CPM DEDUCTION -23,671.19 19 -23,671.19 -161,333.89 LABOR COMPLIANCE VIOLATION PER LTR DATED 2/13 -5,000.00 03 PER LTR DATED 4/13 -1,000.00 05 RETURN DEDUCT 4/13 1,000.00 06 RETURN DEDUCT 2/13 5,000.00 06 PER LTR DATED 8/13 -7,000.00 10 RETURN DEDUCT 8/13 7,000.00 12 0.00 0.00 TOTAL DEDUCTIONS -23,671.19 -161,333.89 PROGRAM CAS145 PAGE 1 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 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 0.500 7,500 002 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 13.000 62,400.00 200.000 960,000 004 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 0.050 2,500.00 0.850 42,500 007 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 0.050 500.00 0.800 8,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 24,000.0000 24,000.00 0.020 480.00 0.920 22,080 015 CONSTRUCTION AREA SIGNS LS 2,990.0000 2,990.00 0.011 32.89 0.779 2,329 016 TRAFFIC CONTROL SYSTEM LS 66,770.3800 66,770.38 0.050 3,338.52 0.750 50,077 017 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 0.011 229.08 0.779 16,222 023 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 0.100 5,950.00 0.850 50,575 028 ABANDON CULVERT EA 2,000.0000 2,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.000 840 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,269.20 200.000 200 038 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 0.000 0 046 RESET ROADSIDE SIGN EA 150.0000 3,000.00 0.000 0 047 RELOCATE GATE EA 2,500.0000 2,500.00 0.000 0 048 RELOCATE ROADSIDE SIGN EA 150.0000 2,250.00 11.000 1,650 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.7500 42,992.25 40,091.960 30,068 051 CLEARING AND GRUBBING LS 62,300.0000 62,300.00 0.900 56,070 052 ROADWAY EXCAVATION CY 40.0000 796,672.00 26,100.150 1,044,006 053 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 0.000 0 060 EROSION CONTROL (BLANKET) SQYD 2.0000 1,620.00 0.000 0 061 EROSION CONTROL (DRILL SEED) SQYD 0.5300 102,996.49 60,984.000 32,321 062 EROSION CONTROL (TYPE D) SQYD 0.5000 7,244.05 40,131.100 20,065 063 FIBER ROLLS LF 2.5000 103,252.50 8,824.000 22,060 064 COMPOST, INCORPORATE SQYD 3.0000 23,910.00 0.000 0 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 3,500.00 3.000 750 PROGRAM CAS145 PAGE 3 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 19,423.804 485,595 067 HOT MIX ASPHALT TON 50.0010 2,336,711.73 34,688.950 1,734,482 068 HOT MIX ASPHALT (TYPE B) TON 60.0000 55,500.00 0.000 0 069 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 15,200.00 0.000 0 070 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 612,000.00 0.000 0 071 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 56.000 112 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 6,280.00 805.000 1,610 076 PLACE HOT MIX ASPHALT SQYD 50.0000 1,450.00 0.000 0 (MISCELLANEOUS AREA) 077 TACK COAT TON 1,000.3167 94,729.99 42.800 42,813 080 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 7,401.500 7,330,001 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,100.0000 30,800.00 27.400 30,140 (F) (TYPE EQ) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 20,000.00 0.000 0 (F) 091 CLEAN EXPANSION JOINT LF 50.0000 66,150.00 0.000 0 092 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 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 099 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 850.0000 35,700.00 0.000 0 100 JOINT SEAL ASSEMBLY (MR 6") LF 850.0000 35,700.00 0.000 0 101 JOINT SEAL (ASPHALTIC PLUG) LF 160.0000 211,680.00 0.000 0 102 JOINT SEAL ASSEMBLY (MR 15") LF 1,500.0000 63,000.00 0.000 0 103 JOINT SEAL ASSEMBLY (MR 15 1/2") LF 1,700.0000 71,400.00 0.000 0 104 JOINT SEAL ASSEMBLY (MR 16 1/2") LF 1,750.0000 73,500.00 0.000 0 105 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 70.750 707 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 2,880.00 155.750 1,869 (0.080"-FRAMED) 109 ROADSIDE SIGN (BARRIER MOUNTED) EA 700.0000 1,400.00 0.000 0 110 ROADSIDE SIGN - ONE POST EA 150.0000 4,650.00 21.000 3,150 111 ROADSIDE SIGN - TWO POST EA 250.0000 2,000.00 5.000 1,250 112 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 450.00 1.000 150 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 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.500 280 136 ROCK SLOPE PROTECTION FABRIC SQYD 1.0000 4,431.40 15.300 15 137 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 12,665.000 88,655 (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 56.000 2,240 142 HIGHWAY POST MARKER EA 40.0000 320.00 3.000 120 143 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 1,369.900 27,398 146 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.0000 74,400.00 0.000 0 147 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 0.000 0 149 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 120.0000 6,000.00 0.000 0 150 TRANSITION RAILING (TYPE WB) EA 2,500.0000 17,500.00 5.000 12,500 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 500.00 0.000 0 152 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 0.000 0 155 CONCRETE BARRIER (TYPE 60) LF 30.0000 5,100.00 120.500 3,615 PROGRAM CAS145 PAGE 6 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,181.700 59,085 158 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 125.0000 5,500.00 0.000 0 159 CONCRETE BARRIER (TYPE 732) LF 54.3000 361,746.60 6,502.000 353,058 (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 4,052.000 1,013 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,900.00 0.000 0 163 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,420.00 0.000 0 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 405.00 678.000 169 (BROKEN 12-3) 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 14,200.00 0.000 0 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 170.00 353.000 88 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 24,800.00 2,275.000 9,100 168 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 0.198 8,514.00 0.522 22,446 170 TRAFFIC MONITORING STATION (COUNT) LS 30,000.0000 30,000.00 0.113 3,390.00 0.239 7,170 PROGRAM CAS145 PAGE 7 DATE 04/22/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A43A4 TIME 01:48 PM ESTIMATE NO. 19 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 04/17/14 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 04/22/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 87,334.49 20,290,419.13 ADJUSTMENT OF COMPENSATION 0.00 286,280.89 EXTRA WORK 30,546.00 1,685,852.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 117,880.49 22,262,552.55 171 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 117,880.49 25,024,552.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -23,671.19 -161,333.89 TOTAL 94,209.30 24,863,218.66 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 04/16/15 199 18 0 0 86% 45% PROGRESS IS SATISFACTORY TOLLISON, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/14