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 11/23/16 EST. NO. 026 TIME 02:54 PM R.E. NAME: POUND, DAVID M 11-0223U4 --------------------------------------------------------------------------- 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 0181 862.83 E.W. @ F.A.(+) 081115 N 0254.0 0559 586.95 062416 N 0959.0 0560 1,191.92 062216 N 0960.0 0562 1,707.46 082015 N 0962.0 024 0001 49,285.34 E.W. @ L.S.(+) 110116 N 001 0 040 0029 990.00 E.W. @ F.A.(+) 062916 N 0880.0 0031 2,217.60 070116 N 0882.0 0033 3,795.00 070516 N 0909.0 0034 3,162.50 070616 N 0910.0 0035 4,199.80 070716 N 0911.0 0036 3,795.00 070816 N 0912.0 0037 2,891.20 071116 N 0913.0 042 0001 9,765.72 A.C. @ L.S.(+) 111616 N 0001 0 054 0001 208,430.10 E.W. @ L.S.(+) 111616 N 0001 0 292,881.42 TOTAL THIS ESTIMATE 1,381,036.32 TOTAL PREVIOUS ESTIMATE 1,673,917.74 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 11/23/16 EST. NO. 026 TIME 02:54 PM R.E. NAME: POUND, DAVID M 11-0223U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SOURCE INSPECTION -5,000.00 008 RESTAKING CHGS REQ55 -260.00 011 RESTAKING CHGSREQ#55 -260.00 012 O/S ANNUAL CEM 4401 -10,000.00 014 RESTAKING CHGS-REQ71 -260.00 014 RESTAKING REQUEST#80 -260.00 015 RECD O/S ANNUAL4401 10,000.00 017 RESTAKING CHG REQ#87 -260.00 018 SOURCE INSPEC EXPENS -5,000.00 018 RESTAKCHGR#98/4HROT -2,130.00 019 0.00 -13,430.00 EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 -10,000.00 008 RECD FHWA 1391 10,000.00 012 O/S FHWA 1391 -10,000.00 022 O/S FHWA 1391 10,000.00 023 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL FEB 2015 CPR -5,000.00 002 DEL MAR 15 CPR -10,000.00 003 PRTL FEB 15 DEL 4,000.00 003 DEL APR 2015 CPR -10,000.00 004 PRTL MAR 2015 DEL 5,000.00 004 DEL MAY 15 CPR -6,000.00 005 PRTL APR 15 DEL 8,000.00 005 PRTL MAR 15 DEL 1,000.00 005 DEL JUNE 15 CPR -10,000.00 006 PRTL APR 15 DEL 1,000.00 006 PRTL MAR 15 DEL 1,000.00 006 PRTL MAY 15 DEL 3,000.00 006 DEL JULY 15 CPR -4,000.00 008 PRTL JUNE 15 DEL 8,000.00 008 PRTL MAR 15 DEL 1,000.00 008 PRTL MAY 15 DEL 2,000.00 008 DEL AUG 15 CPR -6,000.00 009 PRTL JULY 15 DEL 1,000.00 009 PRTL MAR 15 DEL 1,000.00 009 DEL SEPT 15 CPR -3,000.00 011 PRTL AUG 15 DEL 3,000.00 011 PRTL JULY 15 DEL 2,000.00 011 DEL OCT 15 CPR -5,000.00 012 JULY 15 DEL 1,000.00 012 RECD APR 15 DEL 1,000.00 012 RECD FEB 15 DEL 1,000.00 012 RECD JUNE 15 DEL 2,000.00 012 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 11/23/16 EST. NO. 026 TIME 02:54 PM R.E. NAME: POUND, DAVID M 11-0223U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD MAY 15 DEL 1,000.00 012 RECD SEPT 15 DEL 3,000.00 012 DEL NOV 2015 CPR -5,000.00 013 RECD AUG 2015 DEL 3,000.00 013 RECD OCT 2015 DEL 5,000.00 013 DEL DEC 15 CPR -5,000.00 014 PRTL NOV 15 DEL 4,000.00 014 RECD MAR 15 DEL 1,000.00 014 DEL JAN 16 CPR -10,000.00 015 PRTL DEC 15 DEL 2,000.00 015 RECD NOV 15 DEL 1,000.00 015 DEL FEB 16 CPR -5,000.00 017 PRTL JAN 16 DEL 2,000.00 017 DEL MAR 16 CPR -10,000.00 018 PRTL FEB 16 DEL 4,000.00 018 PRTL JAN 16 DEL 2,000.00 018 DEL APR 16 CPR -10,000.00 019 PRTL MAR 16 DEL 6,000.00 019 DEL MAY 16 CPR -8,000.00 020 PRTL APR 16 DEL 8,000.00 020 PRTL DEC 15 DEL 1,000.00 020 PRTL JAN 16 DEL 1,000.00 020 PRTL MAR 16 DEL 3,000.00 020 RECD FEB 16 DEL 1,000.00 020 DEL JUNE 16 CPR -10,000.00 021 PRTL DEC 15 DEL 1,000.00 021 PRTL MAY 16 DEL 4,000.00 021 RECD JAN 16 DEL 5,000.00 021 DEL JULY 16 CPR -10,000.00 022 PRTL JUNE 16 DEL 5,000.00 022 PRTL MAY 16 DEL 1,000.00 022 RECD APR 16 DEL 2,000.00 022 RECD DEC 15 DEL 1,000.00 022 RECD MAR 16 DEL 1,000.00 022 DEL AUG 16 CPR -10,000.00 023 PRTL JULY 16 DEL 9,000.00 023 PRTL JUNE 16 DEL 1,000.00 023 RECD MAY 16 DEL 3,000.00 023 DEL SEPT 16 CPR -6,000.00 024 PRTL AUG 16 DEL 9,000.00 024 PRTL JUN 16 DEL 1,000.00 024 DEL OCT 16 CPR -10,000.00 026 PRTL JUN 16 DEL 2,000.00 026 PRTL SEP 16 DEL 5,000.00 026 RECD AUG 16 DEL 1,000.00 026 RECD JUL 16 DEL 1,000.00 026 -1,000.00 -12,000.00 TOTAL DEDUCTIONS -1,000.00 -25,430.00 PROGRAM CAS145 PAGE 1 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 LOCATION RERUN PROGRESS ESTIMATE 11-SD-5-R29.1/R30.5 ----------------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOWS DRIVE FROM 0.4 MI SOUTH OF GENESEE AVE SAN MARCOS CA 92078 OVERCROSSING TO SORRENTO VIADUCT FED. AID NO. NHPI-051(625)E ,HPLU-6211(119)E REPLACE BRIDGE/RECONSTRUCT RAMPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 15,000.0000 15,000.00 0.200 3,000.00 1.000 15,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 2,400,000.00 20.000 80,000.00 407.000 1,628,000 004 CONSTRUCTION AREA SIGNS LS 90,500.0000 90,500.00 0.100 9,050.00 0.760 68,780 005 TRAFFIC CONTROL SYSTEM LS 805,000.0000 805,000.00 0.033 26,565.00 0.678 545,790 006 TYPE III BARRICADE EA 135.0000 2,025.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.4000 18,666.00 179.000 608.60 4,509.000 15,330 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3300 57,420.00 24,442.000 8,065.86 154,996.000 51,148 009 TRAFFIC PLASTIC DRUM EA 17.0000 13,260.00 9.000 153.00 231.000 3,927 010 TEMPORARY PAVEMENT MARKER EA 3.6000 5,508.00 1,431.000 5,151.60 5,960.000 21,456 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 120,000.00 2.767 16,602.00 13.567 81,402 012 TEMPORARY RAILING (TYPE K) LF 6.5000 527,150.00 3,840.000 24,960.00 55,344.000 359,736 013 TEMPORARY CRASH CUSHION MODULE EA 120.0000 25,200.00 21.000 2,520.00 154.000 18,480 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,150.0000 132,300.00 2.000 6,300.00 19.000 59,850 015 TEMPORARY SHUTTLE VAN SERVICE LS 61,000.0000 61,000.00 0.000 0 016 JOB SITE MANAGEMENT LS 300,000.0000 300,000.00 0.033 9,900.00 0.678 203,400 017 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.136 680.00 0.771 3,855 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 29,000.00 20.000 10,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,000.00 11.000 5,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 021 MOVE-IN/MOVE-OUT EA 775.0000 6,200.00 13.000 10,075 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 358,500.00 722.000 361.00 330,606.710 165,303 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 5.6000 21,560.00 7,396.000 41,417 024 TEMPORARY DRAINAGE INLET PROTECTION EA 320.0000 38,400.00 68.000 21,760 025 TEMPORARY FIBER ROLL LF 3.3500 361,800.00 1,220.000 4,087.00 177,491.000 594,594 026 TEMPORARY STRAW BALE BARRIER EA 30.0000 130,800.00 972.000 29,160 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 118,800.00 23.500 103,400 028 STREET SWEEPING LS 230,400.0000 230,400.00 0.033 7,603.20 0.678 156,211 029 TEMPORARY CONCRETE WASHOUT LS 70,500.0000 70,500.00 0.033 2,326.50 0.678 47,799 030 TEMPORARY FENCE (TYPE ESA) LF 2.6000 32,500.00 0.000 0 031 HEALTH AND SAFETY PLAN LS 1,000.0000 1,000.00 1.000 1,000 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.1500 3,703.00 0.000 0 (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.4900 34,006.00 16,180.000 7,928 034 ABANDON CULVERT (EA) EA 750.0000 9,000.00 4.000 3,000 035 ABANDON SLOPE INCLINOMETER EA 4,600.0000 32,200.00 2.000 9,200 036 ABANDON INLET EA 910.0000 1,820.00 2.000 1,820 037 ABANDON MANHOLE EA 1,200.0000 1,200.00 1.000 1,200 038 REMOVE CHAIN LINK FENCE LF 7.7000 8,162.00 2,666.000 20,528 039 REMOVE GUARDRAIL LF 5.1500 23,072.00 1,775.000 9,141.25 4,814.500 24,794 040 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200 041 REMOVE IRRIGATION FACILITY LS 16,200.0000 16,200.00 1.000 16,200 042 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 23,944.00 9,890.500 4,055.11 67,681.500 27,749 043 REMOVE PAINTED PAVEMENT MARKING SQFT 1.2500 2,850.00 556.000 695 044 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 30,645.00 4,935.000 2,220.75 31,662.000 14,247 045 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5500 589.00 479.000 742 046 REMOVE ROADSIDE SIGN EA 77.0000 7,469.00 57.000 4,389 047 REMOVE SIGN STRUCTURE (EA) EA 4,375.0000 26,250.00 0.500 2,187.50 3.500 15,312 048 REMOVE ASPHALT CONCRETE DIKE LF 6.3000 6,111.00 969.000 6,104 049 REMOVE CULVERT (LF) LF 18.0000 46,440.00 1,631.700 29,370 PROGRAM CAS145 PAGE 3 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 725.0000 10,150.00 10.000 7,250 051 REMOVE HEADWALL EA 635.0000 5,080.00 8.000 5,080 052 REMOVE MANHOLE EA 1,195.0000 4,780.00 3.000 3,585 053 REMOVE RETAINING WALL (LF) LF 40.5000 5,670.00 140.000 5,670 054 RELOCATE HYDRODYNAMIC SEPARATOR EA 18,700.0000 18,700.00 0.000 0 055 RELOCATE ROADSIDE SIGN EA 255.0000 2,550.00 0.000 0 056 ADJUST WATER VALVE COVER TO GRADE EA 825.0000 5,775.00 0.000 0 057 ADJUST MANHOLE EA 1,000.0000 7,000.00 0.000 0 058 REMOVE WATER METER EA 240.0000 240.00 1.000 240 059 MODIFY SIGN STRUCTURE EA 25,200.0000 25,200.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.3000 177,330.00 22,894.760 52,657 061 REMOVE CONCRETE (CY) CY 38.0000 59,660.00 1,087.970 41,342 062 REMOVE BOLLARD WITH FOOTING EA 215.0000 1,720.00 8.000 1,720 063 REMOVE CONCRETE (CHANNEL) CY 39.0000 19,500.00 150.340 5,863 064 REMOVE CONCRETE BARRIER LF 12.5000 10,625.00 844.800 10,560 065 TREAT BRIDGE DECK SQFT 1.6000 7,288.00 0.000 0 (F) 066 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 65.0000 3,315.00 0.000 0 067 CAP INLET EA 1,260.0000 2,520.00 2.000 2,520 068 CLEANING, INSPECTING, AND PREPARING CY 185.0000 9,250.00 0.000 0 CULVERT (CY) 069 SAND BACKFILL CY 72.0000 27,360.00 85.500 6,156 070 BRIDGE REMOVAL LS 326,000.0000 326,000.00 1.000 326,000 071 CLEARING AND GRUBBING (ACRE) ACRE 8,140.0000 366,300.00 40.600 330,484 072 DEVELOP WATER SUPPLY LS 140,000.0000 140,000.00 0.033 4,620.00 0.678 94,920 073 DUST PALLIATIVE LS 26,150.0000 26,150.00 0.000 0 074 ROADWAY EXCAVATION CY 11.0000 5,269,000.00 2,556.000 28,116.00 470,792.000 5,178,712 075 ROADWAY EXCAVATION(69KV SLURRY) CY 10.0000 10,300.00 0.000 0 076 ROADWAY EXCAVATION (UNSUITABLE MATERIAL) CY 9.3000 177,630.00 28,983.000 269,541 PROGRAM CAS145 PAGE 4 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 179,520.00 2,928.000 175,680 (F) 078 STRUCTURE EXCAVATION (RETAINING WALL) CY 19.2500 44,814.00 1,712.000 32,956 (F) 079 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 53.0000 7,261.00 137.000 7,261 (F) 080 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 60.5000 246,840.00 3,790.000 229,295 (F) 081 STRUCTURE EXCAVATION (GROUND ANCHOR CY 10.6000 38,160.00 3,600.000 38,160 (F) WALL) 082 STRUCTURE BACKFILL (BRIDGE) CY 68.0000 142,732.00 400.000 27,200.00 1,077.000 73,236 (F) 083 STRUCTURE BACKFILL (RETAINING WALL) CY 47.0000 119,756.00 658.380 30,943.86 1,290.380 60,647 (F) 084 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 138.0000 23,460.00 0.000 0 (F) 085 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 152.0000 45,752.00 92.000 13,984 (F) 086 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 155.0000 2,015.00 10.000 1,550 (F) 087 PERVIOUS BACKFILL MATERIAL (RETAINING CY 155.0000 3,565.00 10.000 1,550 (F) WALL) 088 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 188.0000 10,152.00 54.000 10,152 (F) 089 LEAN CONCRETE BACKFILL CY 173.0000 5,709.00 33.000 5,709 (F) 090 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.7000 9,588.00 0.000 0 CLASS A2 091 GEOSYNTHETIC REINFORCEMENT SQYD 2.7000 16,119.00 5,970.000 16,119 092 IMPERMEABLE LINER 30 MILS SQYD 13.5000 24,840.00 0.000 0 093 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 33.8000 2,142,920.00 2,446.500 82,691.70 56,708.370 1,916,742 094 SLOPE INCLINOMETER (50') LF 166.0000 16,600.00 0.000 0 095 SLOPE INCLINOMETER (80') LF 166.0000 53,120.00 0.000 0 096 ROADSIDE CLEARING LS 111,000.0000 111,000.00 0.000 0 097 ROCK BLANKET SQFT 11.1000 298,590.00 0.000 0 098 WEED GERMINATION SQYD 0.2000 34,800.00 0.000 0 099 CULTIVATION SQYD 1.3000 4,290.00 0.000 0 100 IRON SULFATE (LB) LB 2.0000 76.00 0.000 0 101 SOIL AMENDMENT CY 38.0000 4,180.00 0.000 0 102 PACKET FERTILIZER EA 0.3500 6,440.00 0.000 0 103 PLANT (GROUP H) EA 7.6000 2,812.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT (GROUP K) EA 505.0000 9,090.00 0.000 0 105 PLANT (GROUP A) EA 8.3500 116,900.00 0.000 0 106 PLANT (GROUP B) EA 30.0000 61,200.00 0.000 0 107 PLANT (GROUP U) EA 118.0000 8,968.00 0.000 0 108 SOD SQYD 19.2500 36,960.00 0.000 0 109 PLANT ESTABLISHMENT WORK LS 101,000.0000 101,000.00 0.000 0 110 GRAVEL MULCH SQFT 2.8000 6,132.00 0.000 0 111 DECOMPOSED GRANITE SQFT 5.0000 92,000.00 0.000 0 112 WOOD MULCH CY 66.0000 51,480.00 0.000 0 113 EDGING LF 7.4000 9,250.00 0.000 0 114 CHECK AND TEST EXISTING IRRIGATION LS 5,050.0000 5,050.00 1.000 5,050 FACILITIES 115 OPERATE EXISTING IRRIGATION FACILITIES LS 43,450.0000 43,450.00 0.000 0 116 CONTROL AND NEUTRAL CONDUCTORS LS 101,000.0000 101,000.00 0.000 0 117 1" REMOTE CONTROL VALVE EA 355.0000 13,490.00 0.000 0 118 1 1/2" REMOTE CONTROL VALVE EA 425.0000 51,000.00 0.000 0 119 2" RECYCLED WATER CONNECTION ASSEMBLY EA 14,150.0000 42,450.00 0.000 0 AND ENCLOSURE 120 40 STATION SATELLITE IRRIGATION EA 20,800.0000 20,800.00 0.000 0 CONTROLLER 26(O) AND ENCLOSURE 121 40 STATION SATELLITE IRRIGATION EA 26,300.0000 26,300.00 0.000 0 CONTROLLERS 26(M) & 26(N) AND ENCLOSURE 122 40 STATION SATELLITE IRRIGATION EA 5,050.0000 5,050.00 0.000 0 123 ANTENNA MAST EA 505.0000 1,010.00 0.000 0 124 FLOW SENSOR EA 910.0000 2,730.00 0.000 0 125 TREE WELL SPRINKLER ASSEMBLY EA 40.5000 23,895.00 0.000 0 126 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 36.0000 29,880.00 0.000 0 127 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 76.0000 19,760.00 0.000 0 128 POP-UP SPRINKLER ASSEMBLY EA 32.0000 6,720.00 0.000 0 129 2" GATE VALVE EA 365.0000 18,250.00 0.000 0 130 3" GATE VALVE EA 920.0000 16,560.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 128,085.00 0.000 0 (F) LINE) 132 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.6000 69,336.00 0.000 0 (F) (SUPPLY LINE) 133 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5500 25,389.00 0.000 0 (F) (SUPPLY LINE) 134 2" PLASTIC PIPE (SCHEDULE 40) LF 5.6000 37,492.00 0.000 0 (F) (SUPPLY LINE) 135 2 1/2" PLASTIC PIPE (CLASS 315) LF 6.6000 58,542.00 0.000 0 (F) (SUPPLY LINE) 136 3" PLASTIC PIPE (CLASS 315) LF 7.5800 153,722.40 0.000 0 (F) (SUPPLY LINE) 137 2" BALL VALVE (CCCTS) EA 245.0000 735.00 0.000 0 138 8" PLASTIC PIPE (SCHEDULE 40)(CONDUIT) LF 12.0000 660.00 0.000 0 139 10" CORRUGATED HIGH DENSITY LF 76.0000 71,440.00 445.000 33,820 POLYETHYLENE PIPE CONDUIT 140 IMPORTED TOPSOIL (CY) CY 75.0000 32,250.00 0.000 0 141 COMPOST SOCK LF 5.8000 240,700.00 0.000 0 142 HYDROSEED SQFT 0.0700 121,100.00 0.000 0 143 DRAINAGE INLET PROTECTION EA 540.0000 11,340.00 0.000 0 144 COMPOST SQFT 0.0600 102,600.00 0.000 0 145 CLASS 2 AGGREGATE BASE (CY) CY 25.6000 1,579,520.00 1,798.000 46,028.80 38,909.138 996,073 146 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,688.0000 16,880.00 0.000 0 147 PREPAVING INERTIAL PROFILER LS 16,100.0000 16,100.00 0.000 0 148 HOT MIX ASPHALT (TYPE A) TON 78.0000 3,229,200.00 -90.290 -7,042.62 24,302.910 1,895,626 149 MINOR HOT MIX ASPHALT TON 106.0000 40,280.00 0.000 0 150 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 103.0200 568,670.40 0.000 0 151 DATA CORE LS 6,822.2200 6,822.22 0.000 0 152 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 1,560.00 0.000 0 153 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.9000 588.00 0.000 0 154 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.4000 31,920.00 0.000 0 155 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5500 2,193.00 0.000 0 156 PLACE HOT MIX ASPHALT SQYD 28.0000 43,680.00 0.000 0 (MISCELLANEOUS AREA) 157 TACK COAT TON 805.0000 49,105.00 5.950 4,789 PROGRAM CAS145 PAGE 7 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 CONTINUOUSLY REINFORCED CONCRETE CY 1,865.0000 7,460.00 0.000 0 PAVEMENT 159 JOINTED PLAIN CONCRETE PAVEMENT CY 222.0000 748,140.00 443.310 98,414.82 2,393.240 531,299 160 ISOLATION JOINT SEAL (SILICONE) LF 12.1000 94,743.00 0.000 0 161 GROUND ANCHOR (SUBHORIZONTAL) EA 3,310.0000 1,747,680.00 22.400 74,144.00 528.000 1,747,680 162 SOIL NAIL LF 15.5000 1,410,980.50 90,332.720 1,400,157 163 JACKING SUPERSTRUCTURE LS 1.0000 1.00 0.000 0 164 STEEL SOLDIER PILE (HP 12 X 84) LF 60.0000 42,420.00 707.000 42,420 165 24" DRILLED HOLE LF 24.0000 17,304.00 716.920 17,206 166 FURNISH STEEL PILING (HP 10 X 57) LF 29.0000 264,306.00 9,110.200 264,195 167 DRIVE STEEL PILE (HP 10 X 57) EA 2,160.0000 406,080.00 188.000 406,080 168 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 380.0000 67,640.00 0.000 0 169 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 435.0000 84,390.00 194.000 84,390 170 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,040.0000 466,960.00 448.800 466,752 171 54" CAST-IN-DRILLED-HOLE CONCRETE LF 775.0000 18,600.00 0.000 0 PILE (SIGN FOUNDATION) 172 60" CAST-IN-DRILLED-HOLE CONCRETE LF 820.0000 295,200.00 175.700 144,074 PILE (SIGN FOUNDATION) 173 PRESTRESSING CAST-IN-PLACE CONCRETE LS 346,000.0000 346,000.00 0.513 177,498 174 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 218.0000 99,190.00 426.000 92,868 (F) 175 STRUCTURAL CONCRETE, BRIDGE CY 570.0000 3,061,470.00 162.000 92,340.00 2,993.930 1,706,540 (F) 176 STRUCTURAL CONCRETE, RETAINING WALL CY 725.0000 3,055,875.00 125.000 90,625.00 2,546.500 1,846,212 (F) 177 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,600.0000 17,600.00 0.000 0 (F) 178 STRUCTURAL CONCRETE, APPROACH SLAB CY 865.0000 302,750.00 172.000 148,780 (F) (TYPE N MODIFIED) 179 STRUCTURAL CONCRETE, BOX CULVERT CY 515.0000 332,175.00 645.000 332,175 (F) 180 STRUCTURAL CONCRETE, HEADWALL CY 560.0000 179,200.00 319.200 178,752 (F) 181 MINOR CONCRETE (MINOR STRUCTURE) CY 1,050.0000 654,150.00 -4.760 -4,998.00 263.350 276,517 (F) 182 ARCHITECTURAL TREATMENT SQFT 3.3500 238,308.95 6,031.000 20,203.85 33,349.000 111,719 (F) (RANDOM FLUTE TEXTURE) 183 ARCHITECTURAL TREATMENT SQFT 13.4000 70,551.00 198.000 2,653.20 3,130.000 41,942 (F) (PARAPET TEXTURE) 184 DRILL AND BOND DOWEL LF 22.5000 13,252.50 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL (MR 1/2") LF 70.0000 2,240.00 0.000 0 186 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 352.0000 95,744.00 136.000 47,872 187 BAR REINFORCING STEEL LB 1.4500 42,279.10 29,158.000 42,279 (F) 188 BAR REINFORCING STEEL (BRIDGE) LB 1.0600 1,568,482.00 36,824.000 39,033.44 964,923.000 1,022,818 (F) 189 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3000 1,137,903.00 13,587.000 17,663.10 750,544.000 975,707 (F) 190 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0700 146,209.08 136,664.000 146,230 (F) 191 STRUCTURAL SHOTCRETE CY 450.0000 940,500.00 2,048.600 921,870 (F) 192 FURNISH SIGN STRUCTURE (TUBULAR) LB 3.3500 533,752.15 8,106.000 27,155 (F) 193 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4500 71,698.05 8,106.000 3,647 (F) 194 FURNISH SIGN STRUCTURE (TRUSS) LB 3.3000 84,473.40 1,715.000 5,659 (F) 195 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 8,959.30 1,715.000 600 (F) 196 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 62,880.00 0.000 0 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 11,960.00 0.000 0 (0.063"-UNFRAMED) 198 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 3,640.00 0.000 0 (0.080"-UNFRAMED) 199 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,925.00 0.000 0 (0.063"-FRAMED) 200 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.5000 2,590.00 0.000 0 (0.080"-FRAMED) 201 ROADSIDE SIGN - ONE POST EA 300.0000 22,800.00 0.000 0 202 ROADSIDE SIGN - TWO POST EA 695.0000 8,340.00 0.000 0 203 ROADSIDE SIGN-ONE POST WEED CONTROL MAT EA 795.0000 6,360.00 0.000 0 204 ROADSIDE SIGN-TWO POST WEED CONTROL MAT EA 1,540.0000 1,540.00 0.000 0 205 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 88.0000 2,376.00 0.000 0 METHOD) 206 TIMBER LAGGING MFBM 4,040.0000 21,008.00 5.200 21,008 (F) 207 ROCK STAIN SQFT 0.5500 19,580.00 0.000 0 208 3" GALVANIZED STEEL PIPE LF 15.0000 1,650.00 0.000 0 209 8" ALTERNATIVE PIPE CULVERT LF 43.0000 6,450.00 0.000 0 210 12" ALTERNATIVE PIPE CULVERT LF 56.0000 11,760.00 179.000 10,024 211 18" ALTERNATIVE PIPE CULVERT LF 69.0000 24,840.00 295.000 20,355 PROGRAM CAS145 PAGE 9 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 24" ALTERNATIVE PIPE CULVERT LF 88.0000 6,688.00 20.000 1,760 213 18" REINFORCED CONCRETE PIPE LF 63.0000 213,570.00 254.000 16,002.00 2,420.600 152,497 214 24" REINFORCED CONCRETE PIPE LF 84.5000 544,180.00 247.800 20,939.10 4,221.000 356,674 215 30" REINFORCED CONCRETE PIPE LF 142.0000 146,260.00 644.000 91,448 216 36" REINFORCED CONCRETE PIPE LF 150.0000 210,000.00 966.360 144,954 217 42" REINFORCED CONCRETE PIPE LF 170.0000 112,200.00 658.000 111,860 218 48" REINFORCED CONCRETE PIPE LF 270.0000 20,250.00 75.000 20,250 219 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 14.5000 6,380.00 61.000 884 220 6" NON-PERFORATED PLASTIC PIPE LF 38.0000 44,080.00 905.000 34,390 UNDERDRAIN 221 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 82.0000 87,740.00 641.320 52,588 222 12" ALTERNATIVE PIPE DOWNDRAIN LF 102.0000 27,540.00 88.000 8,976 223 18" ALTERNATIVE PIPE DOWNDRAIN LF 110.0000 31,900.00 200.500 22,055 224 24" ALTERNATIVE PIPE DOWNDRAIN LF 133.0000 35,910.00 145.000 19,285 225 36" ALTERNATIVE PIPE DOWNDRAIN LF 147.0000 22,050.00 143.000 21,021 226 48" ALTERNATIVE PIPE DOWNDRAIN LF 200.0000 30,000.00 155.000 31,000 227 DRAINAGE INLET MARKER EA 157.0000 4,553.00 0.000 0 228 GRATED LINE DRAIN LF 155.0000 12,400.00 60.000 9,300 229 WELDED STEEL PIPE CASING (BRIDGE) LF 1.0000 30.00 20.000 20.00 20.000 20 230 24" CONCRETE FLARED END SECTION EA 1,350.0000 1,350.00 0.000 0 231 12" ALTERNATIVE FLARED END SECTION EA 342.0000 1,710.00 8.000 2,736 232 36" REINFORCED CONCRETE PIPE RISER LF 305.0000 28,670.00 40.000 12,200 233 ROCK SLOPE PROTECTION CY 81.0000 228,420.00 2,884.780 233,667 (1/4 T, METHOD B) (CY) 234 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 77.0000 154,000.00 1,126.220 86,718 (CY) 235 CONCRETE (DITCH LINING) CY 565.0000 169,500.00 330.530 186,749 236 SLOPE PAVING (EXPOSED AGGREGATE) CY 715.0000 72,930.00 0.000 0 237 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 17,250.00 3,724.450 11,173 238 MINOR CONCRETE (GUTTER) (CY) CY 720.0000 56,160.00 16.160 11,635.20 16.160 11,635 PROGRAM CAS145 PAGE 10 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 DETECTABLE WARNING SURFACE SQFT 30.0000 4,500.00 0.000 0 240 MINOR CONCRETE (MISCELLANEOUS CY 415.0000 527,050.00 126.600 52,539.00 248.600 103,169 CONSTRUCTION) 241 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 5.3000 209,880.00 8,503.000 45,065.90 8,503.000 45,065 CONCRETE) 242 MINOR CONCRETE (TEXTURED PAVING) CY 1,650.0000 145,200.00 0.000 0 243 MISCELLANEOUS IRON AND STEEL LB 1.8000 83,894.40 29,124.000 52,423 (F) 244 MISCELLANEOUS METAL (BRIDGE) LB 3.1500 56,353.50 6,929.000 21,826.35 10,579.000 33,323 245 BRIDGE DECK DRAINAGE SYSTEM LB 7.0000 49,000.00 3,500.000 24,500 (F) 246 WEATHERING STEEL PLATE EA 23.0000 33,189.00 829.000 19,067 (F) 247 ABANDON 4-INCH RECYCLED WATER LATERAL EA 3,515.0000 3,515.00 0.000 0 248 ABANDON WATER LINE LF 24.0000 16,560.00 690.000 16,560 249 24" CEMENT MORTAR LINED PIPE LF 410.0000 578,100.00 1,172.560 480,749 (TAPE & CEMENT COATED) 250 36" CEMENT MORTAR LINED PIPEN LF 870.0000 252,300.00 275.900 240,033 (TAPE & CEMENT COATED) 251 24" CEMENT MORTAR LINED PIPE LF 670.0000 723,600.00 720.000 482,400 (FUSION BONDED EPOXY COATED) 252 42" STEEL CASING LF 855.0000 94,050.00 68.000 58,140 253 48" STEEL CASINGE LF 1,515.0000 45,450.00 20.000 30,300 254 24" FLEXIBLE EXPANSION JOINT EA 26,700.0000 160,200.00 4.000 106,800 255 24" BUTTERFLY VALVE EA 25,320.0000 151,920.00 4.000 101,280 256 6" PLUG VALVE EA 16,200.0000 97,200.00 2.000 32,400 257 4" AIR RELEASE/VACUUM VALVE EA 13,400.0000 93,800.00 0.800 10,720.00 6.800 91,120 258 6" BLOW OFF ASSEMBLY EA 14,500.0000 101,500.00 1.800 26,100.00 6.800 98,600 259 4" RECYCLED WATER LATERAL EA 7,050.0000 21,150.00 3.000 21,150 260 CONCRETE PIPE PROTECTION CY 167.0000 60,120.00 0.000 0 261 CONCRETE VAULT EA 24,600.0000 98,400.00 2.000 49,200 262 CONCRETE ACCESS MANHOLE EA 18,400.0000 36,800.00 1.000 18,400.00 3.000 55,200 263 CATHODIC PROTECTION TEST STATION EA 8,125.0000 48,750.00 3.000 24,375 264 FIBER OPTIC SYSTEM LF 46.0000 44,620.00 400.000 18,400 265 ADJUST PULLBOX TO GRADE EA 505.0000 505.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 RELOCATE AIR RELEASE VALVE EA 8,600.0000 8,600.00 0.000 0 267 RELOCATE BLOW OFF EA 15,250.0000 15,250.00 0.000 0 268 RELOCATE CATHODIC PROTECTION EA 2,950.0000 8,850.00 3.000 8,850 TEST STATION 269 ADJUST MANHOLE TO GRADE EA 790.0000 3,950.00 0.000 0 270 RELOCATE FIRE HYDRANT EA 8,200.0000 16,400.00 0.500 4,100 271 TEMPORARY FENCE LF 11.0000 68,750.00 4,487.000 49,357 272 CHAIN LINK FENCE (TYPE CL-4) LF 15.5000 81,685.00 1,600.000 24,800.00 1,600.000 24,800 273 CHAIN LINK FENCE (TYPE CL-6) LF 21.0000 56,700.00 0.000 0 274 4' CHAIN LINK GATE (TYPE CL-4) EA 1,150.0000 3,450.00 0.000 0 275 10' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 1,550.00 0.000 0 276 DELINEATOR (CLASS 1) EA 47.0000 3,854.00 0.000 0 277 GUARD RAILING DELINEATOR EA 15.5000 1,364.00 0.000 0 278 MIDWEST GUARDRAIL SYSTEM LF 23.0000 81,880.00 0.000 0 279 MIDWEST GUARDRAIL SYSTEM (SPECIAL) LF 48.0000 8,640.00 0.000 0 280 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.0000 140,600.00 0.000 0 281 METAL RAILING (MODIFIED) LF 495.0000 266,310.00 0.000 0 (F) 282 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 84.0000 57,708.00 0.000 0 (F) 283 PIPE HANDRAILING (TYPE 1) LF 108.0000 47,844.00 0.000 0 (F) 284 PIPE HANDRAILING (TYPE 2) LF 135.0000 226,800.00 0.000 0 (F) 285 PIPE HANDRAILING (TYPE 3) LF 180.0000 26,280.00 0.000 0 (F) 286 PIPE HANDRAILING (TYPE 4) LF 124.0000 61,504.00 0.000 0 (F) 287 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 121.4100 54,634.50 86.000 10,441 288 CONCRETE BARRIER (TYPE 26 MODIFIED 1) LF 243.0000 187,596.00 0.000 0 (F) 289 CONCRETE BARRIER (TYPE 26 MODIFIED 2) LF 400.0000 41,200.00 0.000 0 (F) 290 CONCRETE BARRIER LF 155.0000 160,270.00 0.000 0 291 CABLE RAILING LF 25.0000 95,975.00 490.000 12,250.00 2,532.500 63,312 (F) 292 TRANSITION RAILING (TYPE WB-31) EA 3,360.0000 16,800.00 1.000 3,360 PROGRAM CAS145 PAGE 12 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 END ANCHOR ASSEMBLY (TYPE SFT) EA 720.0000 2,880.00 0.000 0 294 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,240.0000 3,240.00 0.000 0 295 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 10,800.00 1.000 2,700 296 ALTERNATIVE CRASH CUSHION (TYPE 1) EA 28,300.0000 84,900.00 0.000 0 297 ALTERNATIVE CRASH CUSHION (TYPE 2) EA 22,300.0000 22,300.00 0.000 0 298 CONCRETE BARRIER (TYPE 60) LF 67.0000 213,730.00 2,371.010 158,857 299 CONCRETE BARRIER (TYPE 60C) LF 174.0000 299,280.00 1,508.900 262,548 300 CONCRETE BARRIER (TYPE 60D) LF 313.0000 2,817.00 8.100 2,535 301 CONCRETE BARRIER (TYPE 60C MOD) LF 275.0000 9,900.00 0.000 0 302 CONCRETE BARRIER (TYPE 60GE) LF 265.0000 135,150.00 196.000 51,940 303 CONCRETE BARRIER (TYPE 60S) LF 160.0000 30,400.00 0.000 0 304 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 97.0000 73,720.00 0.000 0 (F) 305 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 281.0000 3,653.00 0.000 0 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 19,710.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 307 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1600 3,824.00 0.000 0 308 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 34,920.00 78,358.000 14,104 309 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2900 14,297.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 310 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 6,344.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 311 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 312 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 8,163.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 313 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7200 2,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 314 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,828.00 1,956.000 2,347 315 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 13,530.00 1,624.000 4,872 316 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 6,075.0000 6,075.00 1.000 6,075 SYSTEM ELEMENTS DURING CONSTRUCTION 317 MODIFY SIGNAL AND LIGHTING LS 7,100.0000 7,100.00 0.000 0 (CITY STREET-LOCATION 1) PROGRAM CAS145 PAGE 13 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 318 MODIFY SIGNAL AND LIGHTING LS 13,200.0000 13,200.00 0.000 0 (CITY STREET-LOCATION 2) 319 SIGNAL AND LIGHTING (LOCATION 1) LS 263,200.0000 263,200.00 0.460 121,072 320 SIGNAL AND LIGHTING (LOCATION 2) LS 243,000.0000 243,000.00 0.500 121,500 321 LIGHTING (CITY STREET) LS 299,000.0000 299,000.00 0.090 26,910 322 LIGHTING (BIKE FACILITY LS 772,300.0000 772,300.00 0.010 7,723.00 0.060 46,338 323 LIGHTING AND SIGN ILLUMINATION LS 300,600.0000 300,600.00 0.520 156,312 324 ELECTRIC SERVICE (IRRIGATION) LS 11,200.0000 11,200.00 0.000 0 325 MODIFY TRAFFIC MONITORING STATION LS 9,100.0000 9,100.00 0.720 6,552 326 REMOVE TRAFFIC MONITORING STATION LS 1,520.0000 1,520.00 0.000 0 327 CLOSED CIRCUIT TELEVISION SYSTEM LS 288,500.0000 288,500.00 0.610 175,985 328 RAMP METERING SYSTEM (LOCATION 1) LS 85,100.0000 85,100.00 0.560 47,656 329 RAMP METERING SYSTEM (LOCATION 2) LS 92,100.0000 92,100.00 0.380 34,998 330 RAMP METERING SYSTEM (LOCATION 3) LS 97,200.0000 97,200.00 0.300 29,160 331 WATER METER CHARGES LS 17,300.0000 17,300.00 0.000 0 332 IRRIGATION WATER SERVICE CHARGES LS 20,000.0000 20,000.00 0.000 0 333 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 334 SHOTCRETE FACING (TYPE 1) SQFT 23.0000 434,700.00 0.000 0 335 SHOTCRETE FACING (TYPE 2) SQFT 9.8000 437,080.00 44,411.370 435,231 PROGRAM CAS145 PAGE 14 DATE 11/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0223U4 TIME 02:54 PM ESTIMATE NO. 026 BID OPENING 10/09/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: POUND, DAVID M DATE OF THIS ESTIMATE 11/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,136,196.07 35,258,066.73 ADJUSTMENT OF COMPENSATION 9,765.72 416,639.49 EXTRA WORK 283,115.70 1,257,278.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,429,077.49 36,931,984.47 336 MOBILIZATION LS 5,710,000.5500 5,710,000.55 1.000 5,710,000 ORIGINAL CONTRACT AMOUNT 60,930,519.00 TOTAL WORK COMPLETED 1,429,077.49 42,641,985.02 MATERIALS ON HAND ON SITE 593,231.99 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -25,430.00 TOTAL 1,428,077.49 43,209,787.01 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 01/12/15 850 03/09/15 03/09/15 02/20/18 407 20 114 0 67% 42% PROGRESS IS SATISFACTORY POUND, DAVID M RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/16