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 11/22/17 EST. NO. 054 TIME 10:12 AM R.E. NAME: THOMAS DAVIS 11-2T1824 --------------------------------------------------------------------------- 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 0306-1 -2,271.64 E.W. @ F.A.(+) 090816 N 0306 0 DAO CORRECTING ENTRY 003 0016 586.75 E.W. @ F.A.(+) 080916 N 1.8 0 0017 1,187.86 081016 N 1.9 0 038 0040 474.43 E.W. @ F.A.(+) 113016 N 11.7 0 0041 474.43 112916 N 11.6 0 0042 1,977.60 070114 N 999.40 0043 948.88 112816 N 11.5 0 056 0124 409.50 E.W. @ F.A.(+) 111814 N 0056.1 0129 34,148.97 071414 N 5603.1 0130 153.76 071614 N 5604.1 0147 5,765.74 071514 N 5621.1 0160 6,545.60 012714 N 0160 0 060 0055 861.54 E.W. @ F.A.(+) 042516 N 6019.1 065 0048 352.00 E.W. @ F.A.(+) 082114 N 0065.4 090 0019 4,555.64 E.W. @ F.A.(+) 012216 N 91.1 0 0022 4,782.02 022416 N 91.7 0 091 0017 2,809.55 E.W. @ F.A.(+) 012816 N 0091.5 101 0002-1 -861.54 E.W. @ F.A.(+) 042516 N 6019 0 DAO CORRECTING ENTRY 62,901.09 TOTAL THIS ESTIMATE 3,769,342.57 TOTAL PREVIOUS ESTIMATE 3,832,243.66 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 11/22/17 EST. NO. 054 TIME 10:12 AM R.E. NAME: THOMAS DAVIS 11-2T1824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE O/S SWPPP DOCS -100,000.00 005 RETURN SWPPP DOCS 100,000.00 006 O/S CEM 4401 -10,000.00 010 RECD ANNUAL CEM 4401 10,000.00 011 ITEM 148 JPCP -2,020.32 029 STAKING -1,380.00 029 LIQUIDATED DAMAGES -315,000.00 046 0.00 -318,400.32 LABOR COMPLIANCE VIOLATION DEL MAY 13 CPR -1,000.00 003 DEL JUNE 13 CPR -4,000.00 004 DEL JULY 13 CPR -4,000.00 005 PRTL JULY 13 DEL 2,000.00 007 PRTL JUNE 13 DEL 3,000.00 007 PRTL JUL 13 DEL 1,000.00 008 RCVD MAY 13 DEL 1,000.00 008 DEL NOV 13 CPR -1,000.00 009 RECD NOV 13 DEL 1,000.00 013 DEL MAR 2014 CPR -1,000.00 014 OTH MAR 2014 CPR -1,000.00 014 RECD JUL 2013 DEL 1,000.00 014 DEL APR 2014 CPR -1,000.00 015 DEL/INQ MAY 14 CPR -4,000.00 016 RECD APR 14 DEL 1,000.00 016 RECD MAR 14 DEL 1,000.00 016 DEL JUNE 14 CPR -2,000.00 017 PRTL MAY 14 DEL/INQ 2,000.00 017 RECD JUNE 13 DEL 1,000.00 017 DEL JULY 14 CPR -10,000.00 018 PRTL JUNE 14 DEL 1,000.00 018 RECD DEL/INQ MAY 14 2,000.00 018 RECD OTH DISC MAR 14 1,000.00 018 PRTL JUL 14 DEL 9,000.00 019 RECD JUN 14 DEL 1,000.00 019 DEL SEP 2014 CPR -10,000.00 020 RECD JUL 2014 DEL 1,000.00 020 DEL OCT 2014 CPR -1,000.00 021 OTH DISC OCT 2014 -2,000.00 021 PRTL SEP 2014 DEL 8,000.00 021 DEL NOV 2014 CPR -1,000.00 022 DEL JAN 2015 CPR -2,000.00 024 RECD NOV 2014 DEL 1,000.00 024 DEL FEB 2015 CPR -1,000.00 025 RECD OCT 2014 DEL 1,000.00 025 DEL MAR 2015 CPR -1,000.00 026 RECD FEB 2015 DEL 1,000.00 026 RECD JAN 2015 DEL 2,000.00 026 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 11/22/17 EST. NO. 054 TIME 10:12 AM R.E. NAME: THOMAS DAVIS 11-2T1824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL APR 2015 CPR -2,000.00 027 RECD MAR 2015 DEL 1,000.00 027 RECD SEP 2014 DEL 2,000.00 027 DEL MAY 15 CPR -2,000.00 028 DEL JUNE 15 CPR -2,000.00 029 INQ JUNE 15 CPR -2,000.00 029 RECD APR 15 DEL 2,000.00 029 RECD MAY 15 DEL 2,000.00 029 DEL JUL 15 CPR -2,000.00 030 DEL AUG 15 CPR -3,000.00 031 RECD JULY 15 DEL 2,000.00 031 RECD JUNE 15 DEL 2,000.00 031 RECD JUNE 15 INQ 2,000.00 031 DEL SEPT 15 CPR -5,000.00 032 PRTL AUG 15 DEL 1,000.00 032 DEL OCT 15 CPR -6,000.00 033 PRTL SEPT 15 DEL 4,000.00 033 RECD AUG 15 DEL 2,000.00 033 DEL NOV 2015 CPR -5,000.00 034 PRTL OCT 2015 DEL 4,000.00 034 RECD SEPT 2015 DEL 1,000.00 034 DEL DEC 15 CPR -2,000.00 035 RECD NOV 15 DEL 5,000.00 035 RECD OCT 15 DEL 2,000.00 035 DEL JAN 16 CPR -8,000.00 036 RECD DEC 15 DEL 2,000.00 036 DEL FEB 16 CPR -2,000.00 037 PRTL JAN 16 DEL 3,000.00 037 DEL MAR 16 CPR -4,000.00 038 PRTL FEB 16 DEL 1,000.00 038 DEL APR 16 CPR -1,000.00 040 INQ APR 16 CPR -10,000.00 040 PRTL MAR 16 DEL 2,000.00 040 DEL MAY 16 CPR -3,000.00 041 DEL JUNE 16 CPR -5,000.00 042 RECD APR 16 DEL 1,000.00 042 DEL JULY 16 CPR -3,000.00 044 DEL AUG 16 CPR -4,000.00 045 DEL SEPT 16 CPR -5,000.00 046 RECD FEB 16 DEL 1,000.00 046 RECD MAY 16 DEL 3,000.00 046 DEL NOV 16 CPR -5,000.00 047 DEL DEC 16 CPR -5,000.00 048 DEL NOV 16 CPR -2,000.00 048 DEL OCT 16 CPR -2,000.00 048 DEL JAN 17 CPR -2,000.00 049 RECD MAR 16 DEL 2,000.00 049 DEL APR 17 CPR -10,000.00 051 DEL JUN 17 CPR -10,000.00 051 DEL MAR 17 CPRT -1,000.00 051 DEL MAY 17 CPR -10,000.00 051 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 11/22/17 EST. NO. 054 TIME 10:12 AM R.E. NAME: THOMAS DAVIS 11-2T1824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL JUL 17 CPR -10,000.00 052 OTH SEP 17 CPR -10,000.00 053 PRTL APR 17 DEL 9,000.00 053 PRTL AUG 16 DEL 2,000.00 053 PRTL JUL 16 DEL 1,000.00 053 PRTL MAY 17 DEL 9,000.00 053 PRTL NOV 16 DEL 5,000.00 053 PRTL SEP 16 DEL 1,000.00 053 REC JUL 17 DEL 10,000.00 053 RECD JUN 17 DEL 10,000.00 053 RECD MAR 17 DEL 1,000.00 053 DEL OCT 17 CPR -5,000.00 054 DEL SEP 17 CPR -5,000.00 054 -10,000.00 -63,000.00 LIQUIDATED DAMAGES 20 DAYS@$10,500 ADAY -210,000.00 032 DAMAGES 31DAYS@10.5K -325,500.00 033 30 DAYS @ $10,500 -315,000.00 034 31 DAYS @ $10,500 -325,500.00 035 31DAYS@$10,500 A DAY -325,500.00 036 LIQDAMAGES29D@$10500 -304,500.00 037 31DAYS@$10,500 -325,500.00 038 LIQ DMG 30DAYS@10500 -315,000.00 040 LIQDMGS30DAYS@10,500 -315,000.00 041 30 DAYS @ $10,500 -315,000.00 042 31 DAYS @ 10,500 -325,500.00 044 31 DAYS @ 10,500 -325,500.00 045 DAM 30DAYS@10,500. -315,000.00 047 8 DAYS@ $10,500. -84,000.00 048 0.00 -4,126,500.00 TOTAL DEDUCTIONS -10,000.00 -4,507,900.32 PROGRAM CAS145 PAGE 1 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 LOCATION PROGRESS ESTIMATE 11-SD-805-4.7/5.6 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN CHULA VISTA P O BOX 50085 FROM 0.4 MILE SOUTH OF EAST PALOMAR WATSONVILLE CA 950775085 STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES ST UNDERCROSSING FED. AID NO. N O N E REPLACE STRUCTURE AND CONSTRUC DAR ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000 002 TEMPORARY CHAIN LINK FENCE LF 20.0000 83,200.00 4,310.000 86,200 (TYPE CL-6, SLATTED) 003 TEMPORARY FENCE (TYPE ESA) LF 4.0000 1,520.00 367.000 1,468 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 0.8000 30,000.00 49,523.000 39,618 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 34,500.00 23.000 34,500 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 77,000.00 15.000 105,000 008 TEMPORARY CHECK DAM LF 6.0000 1,860.00 1,685.500 10,113 009 MOVE-IN/MOVE-OUT EA 300.0000 3,600.00 11.000 3,300 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 115.0000 9,660.00 88.000 10,120 011 TEMPORARY HYDRAULIC MULCH SQYD 0.5800 32,886.00 82,336.020 47,754 (BONDED FIBER MATRIX) 012 STREET SWEEPING LS 90,000.0000 90,000.00 1.000 90,000 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,000.0000 6,000.00 1.000 6,000 014 RAIN EVENT ACTION PLAN EA 500.0000 11,000.00 18.000 9,000 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 50.0000 750.00 4.000 200 017 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 018 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 019 TRAFFIC CONTROL SYSTEM LS 580,000.9500 580,000.95 1.000 580,000 020 TYPE III BARRICADE EA 80.0000 4,800.00 91.000 7,280 021 TRAFFIC PLASTIC DRUM EA 50.0000 13,500.00 209.000 10,450 022 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 60,000.00 6.000 60,000 PROGRAM CAS145 PAGE 2 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 6.0000 119,400.00 21,499.000 128,994 024 TEMPORARY CRASH CUSHION MODULE EA 300.0000 12,600.00 28.000 8,400 025 TEMPORARY CRASH CUSHION EA 6,000.0000 24,000.00 2.000 12,000 (ALTERNATIVE INLINE BARRIER) 026 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 027 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.7000 19,210.00 7,886.000 13,406 (HAZARDOUS WASTE) 028 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 029 REMOVE FENCE LF 2.7500 13,365.00 7,388.600 20,318 030 REMOVE METAL BEAM GUARD RAILING LF 8.0000 20,000.00 2,533.000 20,264 031 REMOVE IRRIGATION FACILITY LS 20,000.0000 20,000.00 1.000 20,000 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 48,235.00 74,135.000 40,774 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,700.00 1,270.000 6,350 034 REMOVE ROADSIDE SIGN EA 100.0000 2,300.00 26.000 2,600 035 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 1.000 5,000 036 REMOVE WATER METER EA 10.0000 80.00 4.000 40 037 REMOVE BLOWOFF ASSEMBLY EA 800.0000 1,600.00 2.000 1,600 038 REMOVE COMBINATION AIR RELEASE AND EA 800.0000 800.00 1.000 800 AIR/VACUUM VALVE 039 REMOVE CULVERT (LF) LF 20.0000 14,400.00 819.500 16,390 040 REMOVE INLET EA 900.0000 10,800.00 14.000 12,600 041 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400 042 RECONSTRUCT SEWER MANHOLE EA 5,000.0000 5,000.00 1.000 5,000 043 RELOCATE ROADSIDE SIGN EA 300.0000 600.00 4.000 1,200 044 ADJUST WATER VALVE EA 500.0000 8,500.00 19.000 9,500 045 ADJUST SEWER MANHOLE EA 630.0000 2,520.00 5.000 3,150 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 13,950.00 1,930.000 9,650 047 REMOVE CONCRETE (CY) CY 60.0000 20,400.00 494.260 29,655 048 REMOVE CONCRETE BARRIER (TYPE 50) LF 7.5000 29,925.00 4,364.000 32,730 049 REMOVE SOUND WALL (LF) LF 20.0000 8,400.00 1,702.500 34,050 PROGRAM CAS145 PAGE 3 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL LS 360,000.0000 360,000.00 1.000 360,000 051 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 052 ROADWAY EXCAVATION CY 8.0000 1,008,000.00 121,856.310 974,850 053 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 054 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 111,760.00 5,080.000 111,760 (F) 055 STRUCTURE EXCAVATION (RETAINING WALL) CY 32.0000 1,010,304.00 32,703.000 1,046,496 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 146,125.00 4,175.000 146,125 (F) 057 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 685,760.00 35,230.000 704,600 (F) 058 PERVIOUS BACKFILL MATERIAL (RETAINING CY 275.0000 157,575.00 572.000 157,300 (F) WALL) 059 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 060 POTTING SOIL CY 20.0000 160.00 26.950 539 061 IMPORTED TOPSOIL (CY) CY 40.0000 139,200.00 5,478.500 219,140 062 ROCK BLANKET SQYD 55.0000 485,650.00 8,822.260 485,224 063 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQFT 1.2500 35,750.00 24,231.000 30,288 (SQFT) 064 CULTIVATE SQYD 2.0000 1,160.00 536.000 1,072 065 WEED GERMINATION SQYD 0.8200 10,004.00 13,844.500 11,352 066 ROCK MULCH (TYPE 1) SQYD 35.5000 48,635.00 1,361.000 48,315 067 ROCK MULCH (TYPE 2) SQYD 12.0000 65,640.00 4,817.000 57,804 068 ROCK MULCH (TYPE 3) SQYD 10.0000 16,900.00 3,382.000 33,820 069 IRON SULFATE (LB) LB 0.3900 429.00 931.250 363 070 SOIL AMENDMENT CY 35.0000 4,550.00 138.600 4,851 071 MULCH CY 24.0000 4,800.00 202.000 4,848 072 FERTILIZER (PACKET) EA 0.1600 2,644.00 15,739.000 2,518 073 SLOW RELEASE OR CONTROLLED RELEASE LB 0.7000 224.00 0.000 0 FERTILIZER 074 FIBER ROLLS LF 2.0000 63,400.00 33,662.500 67,325 075 PLANT (GROUP F) EA 0.3400 12,274.00 34,677.000 11,790 076 PLANT (GROUP K) EA 180.0000 63,000.00 323.000 58,140 PROGRAM CAS145 PAGE 4 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PLANT (GROUP A) EA 15.0000 20,250.00 1,272.000 19,080 078 PLANT (GROUP B) EA 15.0000 57,900.00 3,786.000 56,790 079 PLANT (GROUP U) EA 80.0000 7,120.00 86.000 6,880 080 TURF (SOD) SQFT 1.5000 510.00 0.000 0 081 NATIVE SOD SQFT 2.0000 9,660.00 4,828.000 9,656 082 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.160 6,400.00 0.948 37,920 083 ROOT BARRIER LF 5.0000 36,300.00 6,574.000 32,870 084 PRECAST CONCRETE PLANTER EA 3,000.0000 33,000.00 11.000 33,000 085 STEEL BENCH EA 3,000.0000 24,000.00 0.000 0 086 TREE GRATE AND FRAME EA 2,000.0000 22,000.00 7.000 14,000 087 CHECK AND TEST EXISTING IRRIGATION LS 30,000.0000 30,000.00 1.000 30,000 FACILITIES 088 CONTROL AND NEUTRAL CONDUCTORS LS 20,000.0000 20,000.00 1.000 20,000 089 1" ELECTRIC REMOTE CONTROL VALVE EA 270.0000 22,680.00 81.000 21,870 090 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 380.0000 14,060.00 41.000 15,580 091 1" MASTER ELECTRIC REMOTE CONTROL VALVE EA 1,000.0000 1,000.00 1.000 1,000 092 1 1/2" MASTER ELECTRIC REMOTE CONTROL EA 1,100.0000 1,100.00 1.000 1,100 VALVE 093 2" MASTER ELECTRIC REMOTE CONTROL EA 1,200.0000 3,600.00 1.000 1,200 VALVE 094 1" FLOW SENSOR EA 500.0000 500.00 1.000 500 095 1 1/2" FLOW SENSOR EA 600.0000 600.00 1.000 600 096 2" FLOW SENSOR EA 1,000.0000 3,000.00 1.000 1,000 097 16 STATION IRRIGATION CONTROLLER AND EA 19,000.0000 19,000.00 1.000 19,000 ENCLOSURE 098 24 STATION IRRIGATION CONTROLLER AND EA 18,000.0000 18,000.00 0.000 0 ENCLOSURE 099 32 STATION IRRIGATION CONTROLLER AND EA 22,000.0000 44,000.00 2.000 44,000 ENCLOSURE 100 40 STATION IRRIGATION CONTROLLER AND EA 22,000.0000 22,000.00 0.000 0 ENCLOSURE 101 48 STATION IRRIGATION CONTROLLER AND EA 25,000.0000 25,000.00 1.000 25,000 ENCLOSURE 102 1" COPPER PIPE (SUPPLY LINE) (TYPE K) LF 25.0000 500.00 0.000 0 (F) 103 2" COPPER PIPE (SUPPLY LINE) (TYPE K) LF 44.0000 3,520.00 80.000 3,520 (F) PROGRAM CAS145 PAGE 5 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 2" WATER METER EA 4,700.0000 23,500.00 0.000 0 105 IRRIGATION SLEEVE LF 25.0000 12,250.00 454.500 11,362 106 1" RECYCLED WATER CONNECTION ASSEMBLY EA 5,000.0000 5,000.00 0.000 0 AND ENCLOSURE 107 1 1/2" RECYCLED WATER CONNECTION EA 5,000.0000 5,000.00 1.000 5,000 ASSEMBLY AND ENCLOSURE 108 2" RECYCLED WATER CONNECTION ASSEMBLY EA 5,000.0000 15,000.00 3.000 15,000 AND ENCLOSURE 109 SPRINKLER (TYPE A-11) EA 32.0000 2,944.00 61.000 1,952 110 SPRINKLER (TYPE A-12) EA 32.0000 2,528.00 100.000 3,200 111 SPRINKLER (TYPE A-5) EA 35.0000 910.00 26.000 910 112 SPRINKLER (TYPE B-1) EA 32.0000 416.00 0.000 0 113 SPRINKLER (TYPE B-2) EA 32.0000 20,800.00 571.000 18,272 114 SPRINKLER (TYPE B-4) EA 32.0000 256.00 8.000 256 115 SPRINKLER (TYPE B-7) EA 32.0000 1,600.00 48.000 1,536 116 SPRINKLER (TYPE B-8) EA 32.0000 8,000.00 191.000 6,112 117 SPRINKLER (TYPE B-9) EA 32.0000 15,680.00 77.000 2,464 118 SPRINKLER (TYPE C-2 MOD) EA 32.0000 22,080.00 908.000 29,056 119 SPRINKLER (TYPE C-1 MOD) EA 25.0000 825.00 31.000 775 120 1 1/2" GATE VALVE EA 300.0000 2,400.00 7.000 2,100 121 2" GATE VALVE EA 400.0000 9,200.00 19.000 7,600 122 3" GATE VALVE EA 800.0000 4,800.00 8.000 6,400 123 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 92,022.00 29,003.000 87,009 (F) LINE) 124 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 21,465.00 7,150.000 21,450 (F) (SUPPLY LINE) 125 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 8,580.00 5,285.000 15,855 (F) (SUPPLY LINE) 126 2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 28,952.00 7,388.000 29,552 (F) (SUPPLY LINE) 127 3" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 28,680.00 625.000 3,750 (F) (SUPPLY LINE) 128 1" BALL VALVE EA 100.0000 3,500.00 29.000 2,900 129 1 1/2" BALL VALVE EA 150.0000 2,100.00 14.000 2,100 130 10" CORRUGATED HIGH DENSITY LF 24.0000 55,680.00 1,845.000 44,280 (F) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 6 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 RECYCLED WATER WARNING SIGNS LS 7,800.0000 7,800.00 1.000 7,800 132 HYDROMULCH SQFT 0.0300 10,890.00 520,246.000 15,607 133 HYDROSEED SQFT 0.0700 25,410.00 505,246.000 35,367 134 COMPOST SQFT 0.1100 31,680.00 203,425.000 22,376 135 INCORPORATE MATERIALS SQFT 0.1400 40,320.00 230,487.000 32,268 136 DRAINAGE INLET PROTECTION EA 135.0000 675.00 0.000 0 137 CLASS 2 AGGREGATE BASE (CY) CY 27.0000 410,400.00 15,481.310 417,995 138 CLASS 4 AGGREGATE BASE CY 35.0000 546,000.00 10,712.000 374,920 139 ASPHALTIC EMULSION (FOG SEAL COAT) TON 800.0000 12,800.00 3.670 2,936 140 HOT MIX ASPHALT TON 85.0000 994,500.00 11,579.140 984,226 141 MINOR HOT MIX ASPHALT TON 120.0000 19,200.00 51.860 6,223 142 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 475.00 77.000 365 143 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 495.00 0.000 0 144 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 10,165.00 1,985.000 9,428 145 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 171.00 58.000 275 146 PLACE HOT MIX ASPHALT SQYD 25.0000 13,500.00 382.610 9,565 (MISCELLANEOUS AREA) 147 TACK COAT TON 500.0000 9,000.00 1.000 500 148 JOINTED PLAIN CONCRETE PAVEMENT CY 170.0000 2,295,000.00 12,368.050 2,102,568 149 PERVIOUS CONCRETE CY 160.0000 529,600.00 3,433.540 549,366 150 PERMEABLE INTERLOCKING CONCRETE SQFT 7.5000 23,925.00 3,271.840 24,538 PAVEMENT 151 SEAL PAVEMENT JOINT LF 1.5000 86,550.00 37,333.000 55,999 152 SEAL ISOLATION JOINT LF 5.0000 64,000.00 14,005.613 70,028 153 GRIND EXISTING CONCRETE SQYD 4.0000 61,600.00 15,956.440 63,825 PAVEMENT 154 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 75.0000 167,850.00 2,280.250 171,018 155 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 1.000 300,000 156 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 160.0000 181,600.00 1,135.000 181,600 (F) 157 STRUCTURAL CONCRETE, BRIDGE CY 475.0000 2,289,500.00 4,795.000 2,277,625 (F) PROGRAM CAS145 PAGE 7 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, RETAINING WALL CY 275.0000 3,872,000.00 14,058.000 3,865,950 (F) 159 STRUCTURAL CONCRETE, SOUND WALL CY 575.0000 595,125.00 1,278.000 734,850 (F) 160 STRUCTURAL CONCRETE, PRIVACY WALL CY 600.0000 96,000.00 0.000 0 (F) 161 STRUCTURAL CONCRETE, MASONRY BLOCK WALL CY 1,200.0000 22,800.00 8.800 10,560 (F) (TYPE 1) 162 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 216,000.00 360.000 216,000 (F) (TYPE N) 163 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,200.0000 87,600.00 79.800 95,760 (F) 164 STRUCTURAL CONCRETE, HEADWALL CY 2,500.0000 4,750.00 1.900 4,750 (F) 165 MINOR CONCRETE (MINOR STRUCTURE) CY 700.0000 262,500.00 354.020 247,814 (F) 166 ARCHITECTURAL TREATMENT SQFT 10.0000 127,540.00 13,045.000 130,450 (F) (ASHLAR TILE TEXTURE) (SMALL) 167 ARCHITECTURAL TREATMENT SQFT 8.0000 575,440.00 71,872.000 574,976 (F) (ASHLAR TILE TEXTURE) 168 ARCHITECTURAL TREATMENT SQFT 5.5000 340,197.00 61,854.000 340,197 (F) (LOUVER TEXTURE) 169 ARCHITECTURAL TREATMENT SQFT 14.0000 44,520.00 3,180.000 44,520 (F) (DRY STACK TEXTURE) 170 ANTI-GRAFFITI COATING SQFT 1.0000 4,665.00 104,975.000 104,975 (F) 171 MASONRY BLOCK WALL SQFT 25.0000 418,000.00 15,810.000 395,250 (F) 172 MASONRY BLOCK WALL (PRIVACY WALL) SQFT 25.0000 293,475.00 11,883.000 297,075 (F) 173 MASONRY BLOCK WALL (TYPE 1) SQFT 25.0000 21,250.00 402.600 10,065 (F) 174 JOINT SEAL ASSEMBLY (MR 4") LF 335.0000 25,125.00 75.000 25,125 175 JOINT SEAL (MR 2") LF 77.0000 24,717.00 250.000 19,250 176 BAR REINFORCING STEEL (BRIDGE) LB 0.8500 1,105,000.00 1,300,000.000 1,105,000 (F) 177 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,577,886.00 1,582,396.000 1,582,396 (F) 178 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 3.0000 61,791.00 20,597.000 61,791 (F) 179 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 20,597.00 20,597.000 20,597 (F) 180 FURNISH SIGN STRUCTURE (TRUSS) LB 2.0000 181,254.00 90,627.000 181,254 (F) 181 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1500 13,594.05 90,627.000 13,594 (F) 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 12,000.00 1,287.400 19,311 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 6,700.00 589.210 5,892 (0.063"-UNFRAMED) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 120.00 8.000 120 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,950.00 122.000 1,830 (0.063"-FRAMED) 186 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,150.0000 62,100.00 54.000 62,100 (SIGN FOUNDATION) 187 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,800.0000 131,400.00 73.000 131,400 (SIGN FOUNDATION) 188 METAL (ROADSIDE SIGN) LB 25.0000 1,500.00 0.000 0 189 METAL (BARRIER MOUNTED SIGN) LB 15.0000 11,700.00 760.000 11,400 190 ROADSIDE SIGN - ONE POST EA 250.0000 16,750.00 58.000 14,500 191 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 5.000 2,500 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 2,100.00 22.000 6,600 METHOD) 193 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 200.0000 3,000.00 9.000 1,800 194 PREPARE AND STAIN CONCRETE SQFT 3.2500 10,335.00 3,180.000 10,335 195 24" ALTERNATIVE PIPE CULVERT LF 60.0000 241,200.00 3,991.730 239,503 196 CONCRETE BACKFILL (PIPE TRENCH) CY 100.0000 120.00 1.200 120 (F) 197 12" SLOTTED PLASTIC PIPE LF 100.0000 34,000.00 353.250 35,325 198 18" REINFORCED CONCRETE PIPE LF 61.0000 21,960.00 368.880 22,501 199 24" REINFORCED CONCRETE PIPE LF 73.0000 133,590.00 1,805.810 131,824 200 30" REINFORCED CONCRETE PIPE LF 100.0000 6,200.00 82.910 8,291 201 36" REINFORCED CONCRETE PIPE LF 150.0000 12,000.00 86.000 12,900 202 48" REINFORCED CONCRETE PIPE LF 200.0000 18,400.00 88.000 17,600 203 30" REINFORCED CONCRETE PIPE (CLASS IV) LF 140.0000 1,260.00 10.000 1,400 204 3" PLASTIC PIPE UNDERDRAIN LF 20.0000 5,600.00 122.000 2,440 205 4" PERFORATED PLASTIC PIPE UNDERDRAIN LF 18.0000 10,620.00 526.000 9,468 206 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 7,050.00 451.800 6,777 207 6" PLASTIC PIPE LF 13.0000 1,690.00 127.000 1,651 208 DRAINAGE INLET MARKER EA 55.0000 880.00 12.000 660 209 WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 8,000.00 80.000 8,000 210 24" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 211 48" CONCRETE FLARED END SECTION EA 3,700.0000 3,700.00 1.000 3,700 PROGRAM CAS145 PAGE 9 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 36" REINFORCED CONCRETE PIPE RISER LF 200.0000 19,400.00 53.400 10,680 213 ROCK SLOPE PROTECTION CY 150.0000 1,800.00 12.000 1,800 (F) (1/4 T, METHOD B) (CY) 214 ROCK SLOPE PROTECTION CY 200.0000 8,000.00 40.000 8,000 (F) (LIGHT, METHOD B) (CY) 215 CONCRETE (SLOPE PROTECTION) CY 750.0000 90,000.00 113.525 85,143 216 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 195.00 145.100 217 217 MINOR CONCRETE (GUTTER) (LF) LF 20.0000 7,400.00 594.000 11,880 218 DETECTABLE WARNING SURFACE SQFT 20.0000 2,200.00 576.000 11,520 219 MINOR CONCRETE (MISCELLANEOUS CY 375.0000 420,000.00 1,030.009 386,253 CONSTRUCTION) 220 MINOR CONCRETE (TYPE 1) CY 550.0000 33,000.00 62.500 34,375 (EXPOSED AGGREGATE) 221 MINOR CONCRETE (TYPE 2) CY 975.0000 341,250.00 333.557 325,218 (SEEDED AGGREGATE) 222 MINOR CONCRETE (TYPE 3) (COLORED) CY 390.0000 62,400.00 188.531 73,527 223 PARKING BUMPER (PRECAST CONCRETE) EA 65.0000 1,105.00 17.000 1,105 224 MISCELLANEOUS IRON AND STEEL LB 1.0000 34,108.00 30,065.000 30,065 (F) 225 WEATHERING STEEL PLATE EA 350.0000 7,700.00 22.000 7,700 226 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 2,000.00 500.000 2,000 (F) 227 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 116,250.00 23,250.000 116,250 (F) 228 OBSERVATION WELL EA 500.0000 1,000.00 2.000 1,000 229 2" COPPER WATER LINE LF 65.0000 34,450.00 704.600 45,799 230 8" POLYVINYL CHLORIDE WATER LINE LF 66.0000 134,640.00 1,952.080 128,837 (RECYCLED) 231 CATHODIC PROTECTION TEST STATION EA 1,300.0000 5,200.00 1.000 1,300 232 FIRE HYDRANT EA 11,000.0000 11,000.00 1.000 11,000 233 12" POLYVINYL CHLORIDE WATER LINE LF 125.0000 51,250.00 327.724 40,965 234 2" BLOWOFF ASSEMBLY EA 2,800.0000 5,600.00 3.000 8,400 235 12" CEMENT MORTAR LINED AND COATED STEEL LF 185.0000 70,300.00 359.405 66,489 WATER LINE 236 6" GATE VALVE EA 1,600.0000 1,600.00 1.000 1,600 237 2" COMBINATION AIR RELEASE AND EA 4,600.0000 18,400.00 4.000 18,400 AIR/VACUUM VALVE 238 20" WELDED STEEL PIPE CASING LF 78.0000 10,920.00 140.000 10,920 PROGRAM CAS145 PAGE 10 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 12" GATE VALVE EA 2,200.0000 2,200.00 1.000 2,200 240 SEISMIC EXPANSION ASSEMBLY EA 6,500.0000 26,000.00 2.000 13,000 241 MINOR CONCRETE (MAT) CY 1,900.0000 7,220.00 3.700 7,030 242 8" CEMENT MORTAR LINED AND COATED STEEL LF 66.0000 21,120.00 0.000 0 WATER LINE (RECYCLED) 243 FENCE (TYPE 1) LF 60.0000 25,200.00 384.120 23,047 244 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 5,720.00 331.000 7,282 245 CHAIN LINK FENCE (TYPE CL-6) LF 18.0000 35,820.00 1,643.290 29,579 246 4' CHAIN LINK GATE (TYPE CL-6) EA 1,150.0000 8,050.00 8.000 9,200 247 10' PIPE GATE EA 1,500.0000 6,000.00 4.000 6,000 248 METAL BEAM GUARD RAILING LF 30.0000 2,310.00 0.000 0 249 CHAIN LINK RAILING (TYPE 7) LF 65.0000 26,910.00 414.000 26,910 (F) 250 PIPE HANDRAILING LF 180.0000 10,080.00 56.000 10,080 (F) 251 TUBULAR HANDRAILING (MODIFIED) LF 125.0000 40,125.00 316.000 39,500 (F) 252 TUBULAR HANDRAILING (MODIFIED 2) LF 100.0000 82,400.00 824.000 82,400 (F) 253 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 130.0000 315,510.00 2,422.000 314,860 (F) 254 CONCRETE BARRIER (TYPE 26 MODIFIED 2) LF 110.0000 41,360.00 376.000 41,360 (F) 255 CABLE RAILING LF 120.0000 1,080.00 0.000 0 (F) 256 END ANCHOR ASSEMBLY (TYPE SFT) EA 625.0000 625.00 0.000 0 257 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 2,500.00 0.000 0 258 CRASH CUSHION, SAND FILLED EA 300.0000 4,200.00 14.000 4,200 259 CRASH CUSHION (SCL100GM) EA 28,000.0000 28,000.00 1.000 28,000 260 CRASH CUSHION (REACT 9CBB) EA 45,000.0000 45,000.00 1.000 45,000 261 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 100.0000 71,000.00 696.000 69,600 262 CONCRETE BARRIER (TYPE 60C MODIFIED 2) LF 85.0000 525,300.00 6,540.120 555,910 263 CONCRETE BARRIER (TYPE 60C MODIFIED 3) LF 95.0000 77,900.00 784.000 74,480 264 CONCRETE BARRIER (TYPE 60C MODIFIED 4) LF 120.0000 204,000.00 1,701.000 204,120 265 CONCRETE BARRIER (TYPE 60P) LF 245.0000 2,940.00 12.000 2,940 PROGRAM CAS145 PAGE 11 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 60) LF 70.0000 177,800.00 2,192.250 153,457 267 CONCRETE BARRIER (TYPE 60A) LF 65.0000 15,795.00 233.000 15,145 (F) 268 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 56.0000 58,800.00 935.900 52,410 269 CONCRETE BARRIER (TYPE 60GE) LF 120.0000 31,200.00 265.000 31,800 270 CONCRETE BARRIER (TYPE 60 MODIFIED 2) LF 105.0000 13,650.00 0.000 0 271 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 120.0000 319,200.00 215.400 25,848 272 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 90.0000 11,700.00 128.000 11,520 273 CONCRETE BARRIER (TYPE 736) LF 96.0000 51,072.00 532.000 51,072 (F) 274 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 90.0000 68,040.00 756.000 68,040 (F) 275 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 17,190.00 4,451.000 20,029 (ENHANCED WET NIGHT VISIBILITY) 276 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1800 7,164.00 39,961.000 7,192 277 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 33,300.00 112,855.000 33,856 278 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,230.00 551.000 1,653 279 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 20,812.00 39,716.000 17,475 (ENHANCED WET NIGHT VISIBILITY) 280 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 828.00 1,659.000 663 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 281 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,240.00 42,167.000 16,866 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 282 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 283 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 940.00 928.000 928 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 284 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,460.00 21,844.000 21,844 (ENHANCED WET NIGHT VISIBILITY) 285 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 286 RAISED RUMBLE STRIP EA 96.0000 5,376.00 56.000 5,376 287 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 8,892.00 8,129.000 9,754 288 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,200.00 4,855.000 14,565 289 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 290 SIGNAL AND LIGHTING LS 89,000.0000 89,000.00 0.873 77,697 PROGRAM CAS145 PAGE 12 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 SIGNAL AND LIGHTING LS 110,000.0000 110,000.00 0.925 101,750 (CITY STREET LOCATION 1) 292 SIGNAL AND LIGHTING LS 121,000.0000 121,000.00 0.942 113,982 (CITY STREET LOCATION 2) 293 LIGHTING (CITY STREET) LS 425,000.0000 425,000.00 0.970 412,250 294 LIGHTING (PARKING LOT) LS 146,000.0000 146,000.00 0.956 139,576 295 LIGHTING AND SIGN ILLUMINATION LS 99,000.0000 99,000.00 0.973 96,327 296 ELECTRIC SERVICE (IRRIGATION) LS 10,000.0000 10,000.00 0.929 9,290 297 TRAFFIC MONITORING STATION LS 22,000.0000 22,000.00 0.883 19,426 298 CLOSED CIRCUIT TELEVISION SYSTEM LS 205,000.0000 205,000.00 0.724 148,420 299 COMMUNICATION (PARKING LOT) LS 25,000.0000 25,000.00 0.380 9,500 300 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 301 TIME-RELATED OVERHEAD (WDAY) WDAY 8,000.0000 2,560,000.00 472.000 3,776,000 302 CONCRETE BARRIER (TYPE 60PA) LF 200.0000 4,800.00 12.000 2,400 (F) PROGRAM CAS145 PAGE 13 DATE 11/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1824 TIME 10:12 AM ESTIMATE NO. 054 BID OPENING 12/06/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: THOMAS DAVIS DATE OF THIS ESTIMATE 11/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 6,400.00 34,292,695.76 ADJUSTMENT OF COMPENSATION 0.00 1,043,038.30 EXTRA WORK 62,901.09 2,789,205.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,301.09 38,124,939.42 303 MOBILIZATION LS 3,724,750.0000 3,724,750.00 1.000 3,724,750 ORIGINAL CONTRACT AMOUNT 37,602,648.00 TOTAL WORK COMPLETED 69,301.09 41,849,689.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -4,507,900.32 TOTAL 59,301.09 37,341,789.10 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 01/29/13 570 03/25/13 03/25/13 12/13/17 1008 151 158 0 99% 100% PROGRESS IS SATISFACTORY THOMAS DAVIS RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/17