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 03/22/17 EST. NO. 030 TIME 01:35 PM R.E. NAME: CORTEZ, DAVID 11-257154 --------------------------------------------------------------------------- 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 0225 3,675.46 E.W. @ F.A.(+) 122316 N 025 0 0228 506.41 011817 N 87 0 0229 325.36 012617 N 88 0 0230 343.83 012516 N 89 0 0232 1,020.87 020117 N 91 0 0233 1,042.07 011017 N 90 0 0236 412.06 121916 N 286375 0237 2,314.32 022117 N 0237 0 0238 785.30 021517 N 95 0 0240 2,406.27 021717 N 96 0 0242 1,718.05 010417 N 0242 0 0243 5,863.48 123016 N 0243 0 0244 277.46 022417 N 1100 0 0246 1,041.84 030117 N 140506 0247 1,431.07 030117 N 1101 0 0248 746.28 030917 N 0248 0 0249 1,136.98 031017 N 0249 0 0250 683.94 121216 N 0250 0 0252 567.24 031617 N 0252 0 002 0012 -92,633.03 A.C. @ U.P.(-) 031617 N 12 0 003 0153 2,120.22 E.W. @ F.A.(+) 122116 N 0153 0 0155 2,035.33 021517 N 0155 0 0156 1,918.05 021617 N 0156 0 0158 2,411.67 021717 N 0158 0 0159 2,668.12 122316 N 0159 0 0160 588.21 122716 N 0160 0 0161 901.96 010417 N 0161 0 0162 727.26 010517 N 0162 0 0163 1,024.95 010617 N 0163 0 0164 355.72 011017 N 0164 0 0165 109.98 011217 N 0165 0 0168 936.33 013017 N 0168 0 007 0064 2,419.29 E.W. @ F.A.(+) 113016 N 97.0 0 0065 1,791.12 120216 N 98.0 0 0066 1,923.29 021717 N 0066 0 0066-1 -1,923.29 021717 N 0066 0 DAO CORRECTING ENTRY 0068 1,923.29 021617 N 0068 0 0069 2,598.65 031417 N 0069 0 0070 3,914.56 031517 N 0070 0 0071 3,914.56 031617 N 0071 0 0072 2,474.84 031717 N 0072 0 014 0030 2,890.45 E.W. @ F.A.(+) 121216 N 99.0 0 0031 2,806.49 121316 N 100.00 0032 2,874.78 121416 N 101.00 0033 5,577.84 121916 N 102.00 0034 4,472.44 021717 N 0034 0 0035 2,546.23 013017 N 103.00 0036 2,543.11 013117 N 104.00 0037 2,046.50 020117 N 105.00 0038 2,795.91 020217 N 106.00 020 0050 4,053.81 E.W. @ F.A.(+) 092916 N 88.0 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/22/17 EST. NO. 030 TIME 01:35 PM R.E. NAME: CORTEZ, DAVID 11-257154 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 029 0023 8,177.70 E.W. @ F.A.(+) 020217 N 0023 0 045 0001 -14,000.00 A.C. @ L.S.(-) 031717 N 1 0 051 0006 4,376.86 E.W. @ F.A.(+) 020917 N 0006 0 0008 4,712.01 021017 N 0008 0 0010 816.75 020917 N 0010 0 0011 498.08 020117 N 0011 0 0012 1,772.37 020217 N 0012 0 0013 1,772.37 020317 N 0013 0 0014 186.55 020717 N 0014 0 060 0035 3,038.30 E.W. @ F.A.(+) 020817 N 0035 0 0037 5,323.16 021417 N 92 0 0038 339.76 021717 N 94 0 063 0029 453.18 E.W. @ F.A.(+) 021717 N 93 0 0031 5,171.44 020817 N 98 0 0032 3,567.52 022117 N 99 0 0033 819.28 030117 N 1102 0 0034 1,429.51 030717 N 1103 0 0035 1,794.46 030717 N 1104 0 073 0001 2,341.53 E.W. @ F.A.(+) 021017 N 0001 0 083 0001 1,941.54 E.W. @ F.A.(+) 012617 N 0001 0 0002 907.19 013017 N 0002 0 085 0002 623.07 E.W. @ F.A.(+) 021417 N 0002 0 0003 1,479.39 021517 N 0003 0 0004 2,367.00 021617 N 0004 0 41,015.95 TOTAL THIS ESTIMATE 1,716,120.50 TOTAL PREVIOUS ESTIMATE 1,757,136.45 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 03/22/17 EST. NO. 030 TIME 01:35 PM R.E. NAME: CORTEZ, DAVID 11-257154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES -1,000.00 010 REJ PILE A2/P3 CT149 -2,000.00 012 REJ PILE A1/P3 CT162 -2,000.00 012 REJ PILE A2/P2 CT174 -1,000.00 012 0.00 -6,000.00 LABOR COMPLIANCE VIOLATION DEL NOV 14 CPR -5,000.00 003 DEL DEC 14 CPR -5,000.00 004 RECD NOV 14 DEL 5,000.00 004 DEL JAN 2015 CPR -5,000.00 005 RECD DEC 2014 DEL 5,000.00 005 DEL FEB 2015 CPR -2,000.00 006 PRTL JAN 2015 DEL 3,000.00 006 DEL MAR 15 CPR -10,000.00 007 DEL APR 15 CPR -8,000.00 008 PRTL FEB 15 DEL 1,000.00 008 PRTL MAR 15 DEL 7,000.00 008 RECD JAN 15 DEL 2,000.00 008 DEL MAY 15 CPR -5,000.00 009 PRTL APR 15 DEL 4,000.00 009 RECD FEB 15 DEL 1,000.00 009 DEL JUNE 15 CPR -2,000.00 010 PRTL APR 15 DEL 2,000.00 010 PRTL MAR 15 DEL 2,000.00 010 PRTL MAY 15 DEL 3,000.00 010 DEL JUL 15 CPR -8,000.00 011 DEL AUG 15 CPR -5,000.00 012 PRTL JULY 15 DEL 4,000.00 012 RECD APR 15 DEL 2,000.00 012 DEL SEPT 15 CPR -2,000.00 013 PRTL AUG 15 DEL 2,000.00 013 PRTL JUNE 15 DEL 1,000.00 013 RECD JULY 15 DEL 4,000.00 013 RECD MAY 15 DEL 2,000.00 013 DEL OCT 15 CPR -10,000.00 014 PRTL AUG 15 DEL 2,000.00 014 RECD JUNE 15 DEL 1,000.00 014 RECD SEPT 15 DEL 2,000.00 014 DEL NOV 2015 CPR -4,000.00 015 PRTL OCT 2015 DEL 7,000.00 015 DEL DEC 15 CPR -1,000.00 016 PRTL NOV 15 DEL 1,000.00 016 PRTL OCT 15 DEL 2,000.00 016 DEL JAN 16 CPR -5,000.00 017 INQ JAN 16 CPR -1,000.00 017 PRTL NOV 15 DEL 1,000.00 017 RECD DEC 15 DEL 1,000.00 017 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 03/22/17 EST. NO. 030 TIME 01:35 PM R.E. NAME: CORTEZ, DAVID 11-257154 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL FEB 16 CPR -3,000.00 018 INQ FEB 16 CPR -1,000.00 018 RECD JAN 16 DEL 5,000.00 018 RECD OCT 15 DEL 1,000.00 018 DEL MAR 16 CPR -10,000.00 019 PRTL FEB 16 DEL 2,000.00 019 DEL APR 16 CPR -3,000.00 020 PRTL MAR 16 DEL 9,000.00 020 RECD FEB 16 DEL 1,000.00 020 RECD APR 16 DEL 3,000.00 021 RECD FEB 16 INQ 1,000.00 021 RECD JAN 16 INQ 1,000.00 021 RECD MAR 16 DEL 1,000.00 021 RECD NOV 15 DEL 2,000.00 021 DEL JUNE 16 CPR -2,000.00 022 DEL AUG 16 CPR -7,000.00 024 RECD AUG 16 DEL 7,000.00 025 DEL SEPT 16 CPR -3,000.00 025 DEL OCT 16 CPR -5,000.00 026 PRTL SEP 16 DEL 2,000.00 026 DEL NOV 16 CPR -1,000.00 027 PRTL OCT 16 DEL 4,000.00 027 DEL DEC 16 CPR -5,000.00 028 RECD NOV 16 DEL 1,000.00 028 PRTL DEC 16 DEL 2,000.00 029 DEL JAN 17 CPR -5,000.00 029 DEL FEB 17 CPR -10,000.00 030 -10,000.00 -24,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 LOCATION PROGRESS ESTIMATE 11-SD-76-12.1/R17.7 ----------------- AMES CONSTRUCTION INC IN SD CNTY NEAR BONSALL & FALLBROOK 2000 AMES DRIVE ON RTE 15 FROM .3 MILE SO TO .3 BURNSVILLE, MN 55306 MILE N/O RTE 76/15 SEPRTN & ON RTE 76 FROM .4 MILE W/O SO MISSION RD TO .5 MILE E/O RTE 76/15 SEPRTN FED. AID NO. STPL-6211(114)E ,TPF-2012(1)E CONSTRUCT 4 LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,800.0000 3,360,000.00 19.000 91,200.00 533.000 2,558,400 004 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.011 1,100.00 0.777 77,700 005 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 0.027 5,400.00 0.877 175,400 006 TYPE II BARRICADE EA 75.0000 375.00 2.000 150 007 TYPE III BARRICADE EA 100.0000 23,000.00 125.000 12,500 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 18,920.00 1,714.000 6,856.00 9,407.000 37,628 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 32,700.00 48,349.000 29,009.40 133,683.000 80,209 010 TRAFFIC PLASTIC DRUM EA 20.0000 22,800.00 312.000 6,240 011 TEMPORARY PAVEMENT MARKER EA 4.0000 5,000.00 1,429.000 5,716 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,000.0000 56,000.00 0.217 1,519.00 7.017 49,119 013 TEMPORARY RAILING (TYPE K) LF 10.0000 414,000.00 5,400.000 54,000.00 49,527.000 495,270 014 TEMPORARY CRASH CUSHION MODULE EA 185.0000 90,650.00 149.000 27,565.00 441.000 81,585 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 7,500.0000 135,000.00 3.000 22,500.00 11.000 82,500 SYSTEM 016 JOB SITE MANAGEMENT LS 150,000.0000 150,000.00 0.027 4,050.00 0.877 131,550 017 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.011 110.00 0.851 8,510 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 3.000 1,500.00 20.000 10,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 6,750.00 18.000 4,500 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 021 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 6.000 3,000 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 756,000.00 50,000.000 30,000.00 355,053.000 213,031 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 39,000.00 100.000 15,000.00 238.000 35,700 024 TEMPORARY FIBER ROLL LF 0.1000 74,400.00 1,200.000 120.00 7,563.000 756 025 TEMPORARY STRAW BALE BARRIER EA 20.0000 12,400.00 0.000 0 026 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 82,500.00 19.000 28,500 027 STREET SWEEPING LS 100,000.0000 100,000.00 0.027 2,700.00 0.877 87,700 028 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 0.027 675.00 0.877 21,925 029 TEMPORARY FENCE (TYPE ESA) LF 1.0000 10,100.00 33,885.000 33,885 030 TEMPORARY ARROYO TOAD FENCE LF 4.0000 49,200.00 160.000 640.00 12,512.000 50,048 031 TREATED WOOD WASTE LB 0.3000 7,950.00 13,120.000 3,936.00 26,500.000 7,950 032 PRE-MANUFACTURED BAT HOUSE EA 1,500.0000 3,000.00 0.000 0 033 ABANDON CULVERT (EA) EA 2,500.0000 25,000.00 19.000 47,500 034 ABANDON SEWER MANHOLE EA 650.0000 20,800.00 32.000 20,800 035 ABANDON WATERLINE EA 7,000.0000 14,000.00 2.000 14,000 036 DESTROY WELL EA 2,500.0000 115,000.00 45.000 112,500 037 ABANDON SEWER LS 110,000.0000 110,000.00 1.000 110,000 038 REMOVE STEEL CASING EA 600.0000 90,000.00 140.000 84,000 039 REMOVE FENCE LF 5.0000 46,800.00 9,093.000 45,465 040 REMOVE GATE EA 300.0000 2,400.00 7.000 2,100 041 REMOVE BARRIER LF 15.0000 28,350.00 1,883.000 28,245 042 REMOVE GUARDRAIL LF 8.0000 14,000.00 800.000 6,400.00 1,750.000 14,000 043 REMOVE IRRIGATION FACILITY LS 25,000.0000 25,000.00 1.000 25,000 044 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 60,600.00 16,500.000 9,900.00 83,720.000 50,232 045 REMOVE PAINTED PAVEMENT MARKING SQFT 2.7000 6,966.00 2,706.000 7,306 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,950.00 17,995.000 8,997 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,770.00 1,766.000 5,298 048 REMOVE ROADSIDE SIGN EA 100.0000 9,800.00 37.000 3,700.00 63.000 6,300 049 REMOVE METAL POST EA 200.0000 3,400.00 4.000 800.00 4.000 800 PROGRAM CAS145 PAGE 3 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE MUD, SAND AND DEBRIS (IN CULVERT) LF 20.0000 31,000.00 611.060 12,221 051 REMOVE CULVERT (LF) LF 25.0000 97,000.00 2,626.800 65,670 052 REMOVE HYDRANT (RAINBOW) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 053 REMOVE INLET EA 1,000.0000 10,000.00 10.000 10,000 054 REMOVE HEADWALL EA 800.0000 5,600.00 14.000 11,200 055 REMOVE AUTOMATIC AIR RELEASE EA 750.0000 2,250.00 2.000 1,500.00 2.000 1,500 AND VACUUM VALVE 056 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 13,800.00 22,756.000 22,756 057 REMOVE BASE AND SURFACING CY 9.0000 109,800.00 11,527.900 103,751 058 MAINTAIN ARROYO TOAD FENCE LF 1.0000 33,100.00 4,210.000 4,210.00 19,110.000 19,110 059 RESET MAILBOX EA 400.0000 4,000.00 3.000 1,200.00 3.000 1,200 060 RELOCATE HYDRANT (RAINBOW) EA 3,000.0000 3,000.00 1.000 3,000 061 RELOCATE CONCRETE BARRIER (TYPE K) LF 3.0000 4,200.00 0.000 0 062 RELOCATE CRASH CUSHION EA 2,000.0000 4,000.00 2.000 4,000.00 2.000 4,000 063 ADJUST WATER METER TO GRADE EA 1,000.0000 8,000.00 0.000 0 064 ADJUST INLET EA 3,000.0000 12,000.00 0.000 0 065 ADJUST MANHOLE EA 1,500.0000 1,500.00 0.000 0 066 ADJUST FIRE HYDRANT (RAINBOW) EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 067 ADJUST WATER VALVE (RAINBOW) EA 1,000.0000 2,000.00 0.000 0 068 ADJUST SEWER MANHOLE (RAINBOW) EA 1,500.0000 79,500.00 31.000 46,500 069 MODIFY INLET EA 3,500.0000 3,500.00 1.000 3,500 070 MODIFY SEWER MANHOLE EA 2,000.0000 10,000.00 5.000 10,000 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.0000 63,500.00 5,288.900 26,444.50 9,092.900 45,464 072 REMOVE CONCRETE (CY) CY 50.0000 35,500.00 30.000 1,500.00 889.080 44,454 073 CAP RISER EA 1,000.0000 2,000.00 0.000 0 074 SAND BACKFILL CY 90.0000 25,200.00 190.020 17,101 075 REMOVE BOX CULVERT EA 8,000.0000 8,000.00 1.500 12,000 076 BRIDGE REMOVAL LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 PROGRAM CAS145 PAGE 4 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLEARING AND GRUBBING (LS) LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 078 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.021 2,100.00 0.914 91,400 079 ROADWAY EXCAVATION CY 7.0000 3,353,000.00 504,421.185 3,530,948 080 ROADWAY EXCAVATION (TYPE C) CY 4.0000 2,872,000.00 718,000.000 2,872,000 081 ROCK EXCAVATION (CONTROLLED BLASTING) CY 12.0000 565,200.00 72,130.598 865,567 082 SETTLEMENT PLATFORM EA 2,500.0000 22,500.00 9.000 22,500 083 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 79,400.00 1,588.000 79,400 (F) 084 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 72,000.00 929.562 55,773 (F) 085 STRUCTURE BACKFILL (SLURRY CEMENT) CY 90.0000 87,300.00 39.100 3,519.00 669.200 60,228 086 DITCH EXCAVATION CY 25.0000 45,750.00 636.860 15,921 087 IMPORTED BORROW (CY) CY 0.5000 46,300.00 92,060.000 46,030 088 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 125.0000 1,562,500.00 14,067.200 1,758,400 CLASS B2 089 ROADSIDE CLEARING LS 30,000.0000 30,000.00 0.027 810.00 0.761 22,830 090 WEED GERMINATION SQYD 0.1200 129,600.00 538,255.000 64,590 091 RELOCATE WATER METER (RAINBOW) EA 2,000.0000 2,000.00 1.000 2,000 092 PACKET FERTILIZER EA 0.0800 26,800.00 9,238.000 739.04 148,835.000 11,906 093 PLANT (GROUP C) EA 1,900.0000 57,000.00 0.000 0 094 PLANT (GROUP H) EA 28.0000 10,920.00 0.000 0 095 PLANT (GROUP K) EA 250.0000 10,000.00 0.000 0 096 PLANT (GROUP M) EA 1.2000 272,400.00 40,430.000 48,516 097 PLANT (GROUP A) EA 8.0000 2,376,000.00 8,454.000 67,632.00 168,034.000 1,344,272 098 PLANT (GROUP B) EA 19.0000 338,200.00 392.000 7,448.00 12,543.000 238,317 099 PLANT (GROUP U) EA 100.0000 64,000.00 0.000 0 100 SOD SQYD 15.0000 400,500.00 0.000 0 101 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.027 675.00 0.761 19,025 102 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.034 1,020.00 0.131 3,930 103 DECOMPOSED GRANITE SQFT 3.0000 201,900.00 22,655.820 67,967.46 43,122.460 129,367 PROGRAM CAS145 PAGE 5 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 WOOD MULCH CY 65.0000 199,550.00 0.000 0 105 ROCK MULCH (TYPE 1) SQYD 20.0000 34,000.00 0.000 0 106 ROCK MULCH (TYPE 2) SQYD 22.0000 12,320.00 0.000 0 107 ROCK MULCH (TYPE 3) SQYD 23.0000 7,590.00 0.000 0 108 GRAVEL STABILIZER CY 1,000.0000 11,000.00 0.000 0 109 CHECK AND TEST EXISTING IRRIGATION LS 12,000.0000 12,000.00 1.000 12,000 FACILITIES 110 OPERATE EXISTING IRRIGATION FACILITIES LS 10,000.0000 10,000.00 0.030 300.00 0.765 7,650 111 CONTROL AND NEUTRAL CONDUCTORS LS 250,000.0000 250,000.00 0.668 167,000 112 1" REMOTE CONTROL VALVE EA 450.0000 17,550.00 29.000 13,050 WITH PRESSURE REGULATOR 113 1 1/2" REMOTE CONTROL VALVE EA 370.0000 196,100.00 377.000 139,490 WITH PRESSURE REGULATOR 114 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 270.0000 270.00 0.000 0 (MASTER) 115 2" ELECTRIC REMOTE CONTROL VALVE EA 330.0000 3,960.00 5.000 1,650 (MASTER) 116 3" ELECTRIC REMOTE CONTROL VALVE EA 1,500.0000 1,500.00 1.000 1,500 (MASTER) 117 12 STATION EXPANSION MODULE EA 300.0000 600.00 0.000 0 118 24-32 STATION IRRIGATION CONTROLLER EA 1,500.0000 3,000.00 0.000 0 (WALL MOUNTED) 119 30-42 STATION IRRIGATION CONTROLLER EA 1,500.0000 6,000.00 0.000 0 (WALL MOUNTED) 120 48 STATION IRRIGATION CONTROLLER EA 1,700.0000 8,500.00 0.000 0 (WALL MOUNTED) 121 SOLAR POWERED IRRIGATION CONTROLLER EA 2,200.0000 17,600.00 8.000 17,600 122 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 70.0000 2,100.00 131.000 9,170 (F) 123 1" GALVANIZED STEEL PIPE (CONDUIT) LF 14.0000 420.00 131.000 1,834 124 3" SUPPLY LINE (BRIDGE) LF 20.0000 29,880.00 1,315.300 26,306 (F) 125 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 40,000.00 0.000 0 CABINET 126 IRRIGATION CONTROLLER ENCLOSURE (SOLAR) EA 4,000.0000 32,000.00 8.000 32,000 127 2" TEMPORARY WATER METER ASSEMBLY EA 4,000.0000 4,000.00 1.000 4,000 128 WATER METER (RAINBOW) EA 85,000.0000 935,000.00 2.000 170,000.00 11.000 935,000 129 CERTIFY EXISTING BACKFLOW PREVENTERS LS 500.0000 500.00 0.000 0 130 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 1,300.0000 1,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 2" BACKFLOW PREVENTER ASSEMBLY EA 1,600.0000 16,000.00 7.000 11,200 132 BACKFLOW PREVENTER ENCLOSURE EA 2,000.0000 22,000.00 7.000 14,000 133 TREE WELL SPRINKLER ASSEMBLY EA 40.0000 31,200.00 483.000 19,320 134 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 35.0000 308,000.00 6,721.000 235,235 135 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 33.0000 23,100.00 259.000 8,547 136 POP-UP SPRINKLER ASSEMBLY EA 28.0000 5,040.00 0.000 0 137 REPLACE VALVE BOX COVER EA 50.0000 1,650.00 0.000 0 138 1 1/2" GATE VALVE EA 300.0000 3,600.00 0.000 0 139 2" GATE VALVE EA 250.0000 35,000.00 78.000 19,500 140 3" GATE VALVE EA 500.0000 19,500.00 20.000 10,000 141 4" GATE VALVE EA 650.0000 650.00 0.000 0 142 6" GATE VALVE EA 850.0000 8,500.00 8.000 6,800 143 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.4000 596,074.40 162,295.000 551,803 (F) LINE) 144 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 2.7000 221,454.00 77,610.000 209,547 (F) (SUPPLY LINE) 145 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 87,482.50 19,955.000 69,842 (F) (SUPPLY LINE) 146 2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 81,894.00 18,835.000 56,505 (F) (SUPPLY LINE) 147 2 1/2" PLASTIC PIPE (CLASS 315) LF 4.7000 227,997.00 46,515.000 218,620 (F) (SUPPLY LINE) 148 3" PLASTIC PIPE (CLASS 315) LF 4.5000 62,815.50 13,959.000 62,815 (F) (SUPPLY LINE) 149 4" PLASTIC PIPE (CLASS 315) LF 8.0000 377,616.00 47,202.000 377,616 (F) (SUPPLY LINE) 150 6" PLASTIC PIPE (CLASS 315) LF 12.0000 93,720.00 7,810.000 93,720 (F) (SUPPLY LINE) 151 PRESSURE REGULATING VALVE EA 2,000.0000 2,000.00 1.000 2,000 152 PRESSURE REGULATING VALVE (RAINBOW) EA 1,200.0000 13,200.00 8.000 9,600 153 QUICK COUPLING VALVE EA 240.0000 9,360.00 36.000 8,640 154 2" COMBINATION AIR RELIEF VALVE EA 750.0000 11,250.00 0.000 0 155 BALL VALVE EA 300.0000 9,000.00 33.000 9,900 156 8" CORRUGATED HIGH DENSITY LF 20.0000 27,800.00 984.000 19,680 POLYETHYLENE PIPE CONDUIT 157 10" CORRUGATED HIGH DENSITY LF 75.0000 600.00 0.000 0 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 7 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 12" CORRUGATED HIGH DENSITY LF 38.0000 10,640.00 110.000 4,180 POLYETHYLENE PIPE CONDUIT 159 6" PLASTIC PIPE (SCHEDULE 40)(CONDUIT) LF 15.0000 36,750.00 1,926.000 28,890 160 12" PLASTIC PIPE (SCHEDULE 40) LF 90.0000 59,400.00 581.000 52,290 161 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 3,000.00 2.000 500 162 IMPORTED TOPSOIL (CY) CY 35.0000 172,200.00 3,690.000 129,150 163 DUFF ACRE 3,300.0000 561,000.00 18.190 60,027.00 160.000 528,000 164 EROSION CONTROL (DRY SEED) (ACRE) ACRE 3,300.0000 561,000.00 55.920 184,536 165 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0700 308,700.00 0.000 0 (SQFT) 166 EROSION CONTROL (BONDED FIBER MATRIX) ACRE 5,000.0000 495,000.00 0.000 0 (ACRE) 167 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 70,000.00 0.000 0 168 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.1000 28,200.00 0.000 0 169 FIBER ROLLS LF 2.0000 596,000.00 121,849.000 243,698 170 DRAINAGE INLET PROTECTION EA 150.0000 21,000.00 0.000 0 (EROSION CONTROL) 171 COMPOST SQFT 0.1000 23,800.00 0.000 0 172 INCORPORATE MATERIALS SQFT 0.1500 35,700.00 0.000 0 173 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 2,474,500.00 1,578.480 55,246.80 69,256.520 2,423,978 174 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,500.0000 33,000.00 7.050 10,575.00 7.050 10,575 175 SLURRY SEAL TON 400.0000 164,000.00 0.000 0 176 HOT MIX ASPHALT, SUPERPAVE (TYPE A) TON 64.0000 9,472,000.00 8,108.740 518,959.36 124,842.240 7,989,903 177 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,200.0000 9,600.00 2.120 2,544 PAVEMENT INTERLAYER) 178 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5000 10,050.00 1,300.000 1,950 (PAVING FABRIC) 179 DATA CORE LS 15,000.0000 15,000.00 0.050 750 180 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 950.00 115.000 575.00 115.000 575 181 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 21,000.00 1,680.000 8,400.00 2,939.000 14,695 182 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 700.00 25.000 125.00 107.000 535 183 PLACE HOT MIX ASPHALT SQYD 50.0000 31,500.00 0.000 0 (MISCELLANEOUS AREA) 184 TACK COAT TON 1,200.0000 103,200.00 12.800 15,360.00 142.960 171,552 PROGRAM CAS145 PAGE 8 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONTINUOUSLY REINFORCED CONCRETE CY 525.0000 493,500.00 942.800 494,970 PAVEMENT 186 TEMPORARY HAUL BRIDGE LS 200,000.0000 200,000.00 1.000 200,000 187 60" PERMANENT STEEL CASING LF 500.0000 1,120,000.00 2,244.760 1,122,380 188 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 350.0000 265,300.00 794.056 277,919 189 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 675.0000 1,512,000.00 2,207.261 1,489,901 190 48" CAST-IN-DRILLED-HOLE CONCRETE LF 10,000.0000 160,000.00 16.100 161,000 PILING (ROCK SOCKET) 191 STEEL SHEET PILING SQFT 40.0000 103,600.00 2,587.500 103,500 192 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,000 193 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 45,200.00 113.000 45,200 (F) 194 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 1,466,550.00 50.000 22,500.00 3,259.000 1,466,550 (F) 195 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 243,000.00 486.000 243,000 (F) (TYPE N) 196 STRUCTURAL CONCRETE, BOX CULVERT CY 400.0000 1,207,600.00 53.138 21,255.20 3,019.000 1,207,600 (F) 197 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 1,200.0000 34,800.00 20.600 24,720 (F) 198 STRUCTURAL CONCRETE, HEADWALL CY 450.0000 595,800.00 1,388.770 624,946 (F) 199 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 782,000.00 3.440 3,440.00 819.475 819,475 (F) 200 CONCRETE SLOPE ANCHOR CY 1,000.0000 28,000.00 28.000 28,000 (F) 201 FURNISH PRECAST PRESTRESSED CONCRETE EA 70,000.0000 700,000.00 10.000 700,000 BULB-TEE GIRDER (140'-150') 202 ERECT PRECAST PRESTRESSED CONCRETE EA 10,000.0000 100,000.00 10.000 100,000 (F) GIRDER 203 JOINT SEAL (MR 1") LF 60.0000 27,780.00 443.248 26,594 204 JOINT SEAL (TYPE AL) LF 125.0000 3,250.00 26.000 3,250 205 BAR REINFORCING STEEL (BRIDGE) LB 1.1000 1,413,787.10 1,285,261.000 1,413,787 (F) 206 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 713,038.00 62,510.420 62,510.42 713,037.996 713,038 (F) 207 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 7,200.00 0.000 0 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 34,920.00 143.200 2,577.60 868.600 15,634 (0.063"-UNFRAMED) 209 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,550.00 15.000 255.00 51.000 867 (0.080"-UNFRAMED) 210 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,060.00 26.000 468.00 52.000 936 (0.063"-FRAMED) 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 6,800.00 97.600 1,952.00 146.600 2,932 (0.080"-FRAMED) PROGRAM CAS145 PAGE 9 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MITIGATION SIGN (TYPE 1) EA 350.0000 6,650.00 0.000 0 213 MITIGATION SIGN (TYPE 2) EA 350.0000 2,450.00 0.000 0 214 METAL (BARRIER MOUNTED SIGN) LB 8.0000 9,120.00 720.000 5,760 215 ROADSIDE SIGN - ONE POST EA 300.0000 63,000.00 21.000 6,300.00 92.000 27,600 216 ROADSIDE SIGN - TWO POST EA 700.0000 16,100.00 6.000 4,200.00 11.000 7,700 217 ROADSIDE SIGN - ONE POST EA 350.0000 1,750.00 0.000 0 (WEED CONTROL MAT RUBBER) 218 FLUSH MOUNTED SIGN EA 120.0000 3,000.00 1.000 120.00 32.000 3,840 219 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 2,300.00 4.000 400.00 6.000 600 METHOD) 220 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 50.00 0.000 0 EXISTING POST 221 INSTALL ROADSIDE SIGN EA 4,500.0000 9,000.00 0.000 0 (LAMINATED WOOD BOX POST) 222 TIMBER RETAINING WALL SQFT 20.0000 47,200.00 1,770.000 35,400 223 ROCK STAIN SQFT 0.4000 110,800.00 0.000 0 224 18" ALTERNATIVE PIPE CULVERT LF 40.0000 178,400.00 5,558.680 222,347 225 24" ALTERNATIVE PIPE CULVERT LF 57.0000 780,900.00 14,075.530 802,305 226 60" ALTERNATIVE PIPE CULVERT LF 150.0000 12,000.00 0.000 0 227 TEMPORARY CULVERT LF 90.0000 235,800.00 3,500.000 315,000 228 18" SLOTTED PLASTIC PIPE LF 90.0000 14,400.00 0.000 0 229 18" REINFORCED CONCRETE PIPE LF 63.0000 8,190.00 172.090 10,841 230 24" REINFORCED CONCRETE PIPE LF 72.0000 436,320.00 6,950.770 500,455 231 30" REINFORCED CONCRETE PIPE LF 100.0000 106,000.00 1,217.400 121,740 232 36" REINFORCED CONCRETE PIPE LF 110.0000 116,600.00 1,083.630 119,199 233 42" REINFORCED CONCRETE PIPE LF 155.0000 93,000.00 810.620 125,646 234 48" REINFORCED CONCRETE PIPE LF 160.0000 94,400.00 721.100 115,376 235 60" REINFORCED CONCRETE PIPE LF 210.0000 126,000.00 593.450 124,624 236 66" REINFORCED CONCRETE PIPE LF 260.0000 65,000.00 250.000 65,000 237 30" BITUMINOUS COATED CORRUGATED STEEL LF 130.0000 19,500.00 144.000 18,720.00 144.000 18,720 PIPE (.109" THICK) 238 48" BITUMINOUS COATED CORRUGATED STEEL LF 240.0000 5,760.00 24.000 5,760 PIPE (.109" THICK) PROGRAM CAS145 PAGE 10 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 20.0000 26,800.00 1,335.000 26,700 240 DRAINAGE INLET MARKER EA 50.0000 1,750.00 0.000 0 241 GRATED LINE DRAIN LF 115.0000 44,850.00 96.000 11,040.00 384.000 44,160 242 18" ALTERNATIVE FLARED END SECTION EA 180.0000 360.00 1.000 180 243 24" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250 244 36" REINFORCED CONCRETE PIPE RISER LF 300.0000 11,400.00 35.300 10,590 245 ROCK SLOPE PROTECTION (2T, METHOD A) CY 70.0000 95,200.00 938.420 65,689 246 ROCK SLOPE PROTECTION CY 50.0000 1,605,000.00 41,388.490 2,069,424 (1/4 T, METHOD B) (CY) 247 ROCK SLOPE PROTECTION CY 50.0000 369,000.00 7,603.500 380,175 (LIGHT, METHOD B) (CY) 248 ROCK SLOPE PROTECTION (1T, METHOD B) CY 70.0000 21,000.00 0.000 0 249 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 50.0000 12,500.00 218.800 10,940 (CY) 250 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 50.0000 625,000.00 15,276.310 763,815 (CY) 251 ROCK SLOPE PROTECTION (1/2 T, METHOD B) CY 70.0000 37,100.00 486.300 34,041 (CY) 252 CONCRETE (SLOPE PROTECTION) CY 400.0000 184,000.00 63.170 25,268.00 380.120 152,048 253 CONCRETE (DITCH LINING) CY 400.0000 216,000.00 234.260 93,704 254 SLOPE PAVING (CONCRETE) CY 750.0000 6,750.00 0.000 0 255 GABION CY 260.0000 189,800.00 0.000 0 256 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 40,800.00 99,820.660 299,461 257 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 3.0000 2,670.00 1,158.900 3,476 258 MINOR CONCRETE (GUTTER) (LF) LF 32.0000 13,920.00 0.000 0 259 DETECTABLE WARNING SURFACE SQFT 40.0000 22,800.00 87.500 3,500 260 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 635,000.00 81.950 40,975.00 1,068.310 534,155 CONSTRUCTION) 261 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 14,000.00 0.000 0 262 MISCELLANEOUS IRON AND STEEL LB 1.5000 140,151.00 6,580.000 9,870.00 77,894.000 116,841 (F) 263 8" PVC SEWER PIPE (SDR-35) LF 100.0000 55,000.00 540.310 54,031 264 12" PVC SEWER PIPE (SDR-35) LF 175.0000 42,000.00 240.840 42,147 265 18" PVC SEWER PIPE (PS-46) LF 90.0000 936,000.00 10,237.150 921,343 PROGRAM CAS145 PAGE 11 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 21" PVC SEWER PIPE (PS-46) LF 95.0000 99,750.00 1,048.500 99,607 267 24" PVC SEWER PIPE (PS-46) LF 110.0000 82,500.00 748.370 82,320 268 12" PVC FORCE MAIN (C-900) LF 300.0000 8,700.00 29.000 8,700 269 RECONNECT EXISTING SEWER LATERAL EA 3,500.0000 42,000.00 12.000 42,000 270 TEMPORARY BYPASS EA 18,000.0000 126,000.00 9.000 162,000 271 20" STEEL CASING (SEWER) LF 140.0000 11,200.00 80.000 11,200 272 30" STEEL CASING (SEWER) LF 180.0000 55,800.00 300.000 54,000 273 36" STEEL CASING (SEWER) LF 225.0000 6,750.00 30.000 6,750 274 42" STEEL CASING (SEWER) LF 650.0000 32,500.00 50.000 32,500 275 60" PRECAST PVC LINED CONCRETE MANHOLE EA 13,000.0000 143,000.00 10.000 130,000 276 60" PRECAST CONCRETE MANHOLE EA 8,000.0000 336,000.00 42.000 336,000 277 72" PRECAST CONCRETE MANHOLE EA 11,000.0000 22,000.00 2.000 22,000 278 84" PRECAST PVC LINED CONCRETE MANHOLE EA 14,000.0000 14,000.00 1.000 14,000 279 6" FIRE HYDRANT ASSEMBLY EA 8,000.0000 24,000.00 0.750 6,000 280 2" AUTOMATIC AIR RELEASE AND EA 3,500.0000 24,500.00 1.000 3,500.00 5.000 17,500 VACUUM RELIEF VALVE 281 BLOW OFF ASSEMBLY EA 2,500.0000 10,000.00 3.000 7,500 282 8" DUCTILE IRON WATER PIPE LF 60.0000 118,800.00 1,600.000 96,000 283 10" STEEL CEMENT-MORTAR LINED LF 100.0000 15,000.00 16.500 1,650 AND COATED WATER PIPE (0.375" THICK) 284 16" STEEL CEMENT-MORTAR LINED LF 150.0000 27,000.00 175.000 26,250 AND COATED WATER PIPE (0.375" THICK) 285 24" STEEL CEMENT-MORTAR LINED LF 250.0000 15,000.00 60.000 15,000 AND COATED WATER PIPE (0.375" THICK) 286 INSULATING FLANGE KIT EA 1,200.0000 4,800.00 4.000 4,800 287 CONNECT TO WATER LINE EA 6,000.0000 24,000.00 9.000 54,000 288 36" STEEL CASING (WATER) LF 280.0000 44,800.00 4.000 1,120.00 160.000 44,800 289 8" PLUG VALVE EA 3,200.0000 9,600.00 1.000 3,200 290 10" PLUG VALVE EA 4,300.0000 4,300.00 0.000 0 291 24" PLUG VALVE EA 10,000.0000 20,000.00 2.000 20,000 292 TRENCHLESS CASING INSTALLATION LF 950.0000 64,600.00 68.000 64,600 PROGRAM CAS145 PAGE 12 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CABLE BARRIER FENCE LF 20.0000 406,000.00 1,827.000 36,540.00 18,987.000 379,740 294 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 3,450.00 0.000 0 295 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 16,200.00 120.000 2,400 296 WILDLIFE FENCE (TYPE 1) LF 34.0000 1,366,800.00 1,234.000 41,956.00 27,661.000 940,474 297 WILDLIFE FENCE (TYPE 2) LF 33.0000 142,230.00 3,653.000 120,549.00 4,752.600 156,835 298 ARROYO TOAD FENCE LF 5.0000 100,500.00 634.000 3,170.00 20,011.000 100,055 299 RAIL FENCE LF 25.0000 45,500.00 0.000 0 300 CONTINUOUS POST BARRICADE LF 150.0000 3,000.00 0.000 0 301 4' CHAIN LINK GATE (TYPE CL-8) EA 1,000.0000 18,000.00 4.000 4,000.00 5.000 5,000 302 6' CHAIN LINK GATE (TYPE CL-8) EA 1,000.0000 37,000.00 8.000 8,000.00 14.000 14,000 303 10' CHAIN LINK GATE (TYPE CL-8) EA 1,500.0000 6,000.00 1.000 1,500 304 TUBULAR STEEL GATE EA 4,000.0000 40,000.00 3.000 12,000.00 3.000 12,000 305 DELINEATOR (CLASS 1) EA 70.0000 10,500.00 22.000 1,540 306 MILEPOST MARKER EA 70.0000 2,520.00 0.000 0 307 OBJECT MARKER (TYPE K) EA 100.0000 200.00 0.000 0 308 CHAIN LINK RAILING (TYPE 7) LF 95.0000 133,855.00 32.600 3,097 (F) 309 WILDLIFE PASSAGE WAY (TYPE M) EA 1,500.0000 3,000.00 0.000 0 310 TUBULAR HANDRAILING LF 70.0000 82,250.00 1,175.000 82,250 (F) 311 CABLE RAILING LF 30.0000 24,990.00 621.600 18,648 (F) 312 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 2.000 8,000.00 3.000 12,000 313 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 13,600.00 2.000 6,800.00 3.000 10,200 314 CRASH CUSHION (REACT 9CBB) EA 40,000.0000 320,000.00 1.000 40,000.00 8.000 320,000 315 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 75.0000 1,222,500.00 2,897.130 217,284.75 16,278.000 1,220,850 316 CONCRETE BARRIER (TYPE 60P) LF 250.0000 18,000.00 24.000 6,000.00 72.000 18,000 317 CONCRETE BARRIER (TYPE 60) LF 65.0000 267,800.00 2,143.000 139,295.00 4,216.000 274,040 318 CONCRETE BARRIER (TYPE 60A) LF 100.0000 16,900.00 169.000 16,900 (F) 319 CONCRETE BARRIER (TYPE 736) LF 100.0000 120,800.00 1,208.000 120,800 (F) PROGRAM CAS145 PAGE 13 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2000 2,760.00 0.000 0 321 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 33,250.00 96,923.000 24,230 322 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 29,890.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 323 4" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 324 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 15,330.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 325 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 23,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 326 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,176.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 327 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 9,020.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 328 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 330.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 329 THERMOPLASTIC CROSSWALK AND PAVEMENT SQFT 3.5000 30,695.00 0.000 0 MARKING (ENHANCED WET NIGHT VISIBILITY) 330 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 6,570.00 368.000 552.00 1,050.000 1,575 331 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 20,955.00 664.000 2,191.20 3,379.000 11,150 332 SAN DIEGO PARK AND RIDE LS 40,000.0000 40,000.00 0.413 16,520.00 0.573 22,920 ELECTRICAL FACILITY 333 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.200 200.00 0.900 900 SYSTEM ELEMENTS DURING CONSTRUCTION 334 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.010 200.00 0.901 18,020 335 SIGNAL AND LIGHTING (LOCATION 2) LS 125,000.0000 125,000.00 0.016 2,000.00 0.974 121,750 336 SIGNAL AND LIGHTING (LOCATION 3) LS 140,000.0000 140,000.00 0.019 2,660.00 0.984 137,760 337 SIGNAL AND LIGHTING (LOCATION 4) LS 80,000.0000 80,000.00 0.010 800.00 0.811 64,880 338 SIGNAL AND LIGHTING (COUNTY) LS 110,000.0000 110,000.00 0.641 70,510 339 LIGHTING LS 100,000.0000 100,000.00 0.987 98,700 340 LIGHTING (COUNTY) LS 85,000.0000 85,000.00 0.881 74,885 341 LIGHTING (PARKING LOT) LS 220,000.0000 220,000.00 0.029 6,380.00 0.874 192,280 342 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 1.000 200,000 343 LIGHTING CONDUIT (BRIDGE) (LF) LF 25.0000 14,500.00 580.000 14,500 344 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 29.0000 21,460.00 740.000 21,460 PROGRAM CAS145 PAGE 14 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 345 ELECTRIC SERVICE (IRRIGATION) LS 15,000.0000 15,000.00 0.743 11,145 346 TRAFFIC MONITORING STATION (LOCATION 1) LS 15,000.0000 15,000.00 0.040 600.00 0.587 8,805 347 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.252 5,040.00 0.596 11,920 348 CLOSED CIRCUIT TELEVISION SYSTEM LS 500,000.0000 500,000.00 0.038 19,000.00 0.615 307,500 349 MODIFY SIGNAL AND LIGHTING LS 5,000.0000 5,000.00 0.590 2,950 PROGRAM CAS145 PAGE 15 DATE 03/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-257154 TIME 01:35 PM ESTIMATE NO. 030 BID OPENING 06/19/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/17 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 03/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,291,222.73 59,470,403.25 ADJUSTMENT OF COMPENSATION -106,633.03 -1,167,520.38 EXTRA WORK 147,648.98 2,924,656.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,332,238.68 61,227,539.70 350 MOBILIZATION LS 7,460,000.0000 7,460,000.00 1.000 7,460,000 ORIGINAL CONTRACT AMOUNT 75,213,841.50 TOTAL WORK COMPLETED 2,332,238.68 68,687,539.70 MATERIALS ON HAND ON SITE 208,204.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 2,322,238.68 68,865,744.36 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 08/19/14 825 10/14/14 10/14/14 05/21/18 533 69 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY CORTEZ, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/17