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 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 003 0022 56,103.08 E.W. @ L.S.(+) 042815 N 3S1 0 023 0048-1 -9,352.80 A.C. @ U.P.(+) 032515 N 0048 0 DAO CORRECTING ENTRY 025 0028 10,725.83 E.W. @ L.S.(+) 062415 N 25.1 0 029 0028 971.73 E.W. @ F.A.(+) 031612 N 975.00 034 0002 51,559.00 A.C. @ L.S.(+) 061915 N 0002 0 040 0030 340.80 E.W. @ F.A.(+) 100810 N 5565.2 053 0034 175.99 E.W. @ F.A.(+) 030114 N 28.1 0 0035 79.12 010114 N 31.1 0 0036 92.13 120113 N 30.1 0 0037 23.62 100113 N 29.1 0 0038 158.50 033113 N 542.10 0039 978.97 043013 N 543.10 0040 970.07 053113 N 544.10 0041 212.03 022711 N 257.10 0042 2,184.25 081411 N 263.10 0044 266.86 022612 N 459.10 062 0025-1 -2,385.83 E.W. @ F.A.(+) 062212 N 0322.0 DAO CORRECTING ENTRY 0025-2 2,658.63 062212 N 0322.0 DAO CORRECTING ENTRY 0051 82.50 060512 N 297.90 0052 220.00 061412 N 315.90 0052-1 -220.00 061412 N 315.90 DAO CORRECTING ENTRY 0054 308.00 061312 N 272.10 076 0011 831.62 E.W. @ F.A.(+) 081712 N 76.650 100 0001 1,066.85 E.W. @ F.A.(+) 040912 N 100.10 0002 10,462.33 041012 N 100.20 112 0004 10,398.60 E.W. @ L.S.(+) 033115 N 112.10 129 0012-1 -75,088.35 E.W. @ U.P (+) 111513 N 0012 0 DAO CORRECTING ENTRY 0012-2 72,860.16 111513 N 0012 0 DAO CORRECTING ENTRY 130 0049 61.24 E.W. @ F.A.(+) 052113 N 514.90 0050 381.15 060513 N 526.10 0051 381.15 060413 N 525.10 0052 712.52 053013 N 520.90 0053 356.92 052913 N 519.20 0054 61.24 052813 N 518.90 0055 60.68 052913 N 519.90 0058 60.68 052313 N 516.20 0059 442.42 052413 N 517.30 0060 369.88 053113 N 523.20 0061 1,191.17 100113 N 41.1 0 0062 3,177.52 100113 N 41.2 0 0063 26.08 100113 N 41.3 0 141 0007 15,321.89 A.C. @ L.S.(+) 062415 N 141S11 142 0002 4,251.34 A.C. @ L.S.(+) 051715 N 142.20 145 0001 29,823.12 A.C. @ L.S.(+) 030415 N 1RE 0 146 0001 173.51 A.C. @ L.S.(+) 030415 N 1RE 0 0002 1,505.00 E.W. @ L.S.(+) 030415 N 2RE 0 153 0001 34,150.72 E.W. @ L.S.(+) 062415 N 153S00 156 0001 10,714.03 A.C. @ L.S.(+) 062415 N 1561 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 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 239,905.95 TOTAL THIS ESTIMATE 8,929,878.50 TOTAL PREVIOUS ESTIMATE 9,169,784.45 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 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 81 -4,144.86 005 ITEM 81 4,144.86 007 800M3 @ $3.00/M3 -2,400.00 007 DSB9 SURVEY RESTAKE -850.00 008 CL II CONCRETE -144.38 009 SURVEY RESTAKE B -850.00 009 SURVEY RESTAKE B -1,700.00 010 HERIT. A1 COARSE AG -1,360.80 013 CL II OUT OF SPECBR3 -1,200.00 015 SP CYN 3HRS @ $425 -1,275.00 021 HERITAGE PRESTRESS -223.78 025 LOW COMPSTR TEST UC -5,000.00 026 CEM 4401 SOLID WASTE -10,000.00 034 CLASS II AGG BASE -1,200.00 034 SURVEY RE-STAKING -1,680.00 034 CL II JV LTR NO -1,200.00 037 CL IV JV LTR NOS -2,400.00 037 EXCEED LOAD LIMIT -2,000.00 037 RESTAKING CT677/678 -7,060.00 038 LIGHT POLES/SIGNALS -10,000.00 040 CEM-4401 RECD 10,000.00 042 ANTICIPATED LDS -194,000.00 045 PCC OUT CC COARSE AG -498.54 045 RW 126 BACKFILL -300.00 045 LD (7DAYS@9700.00) -67,900.00 047 CL II BASE FAILURE -1,100.00 048 CL II BASE FAILURE -640.75 048 25 LDS @ $9700/DAY -242,500.00 048 7 LDS @ $9700/DAY -67,900.00 048 HAZ WASTE GEN FEE -25,000.00 049 LDS 25 DAYS @ $9700 -242,500.00 049 OIL PRICE INDEX 132,604.19 054 RETURN HAZ WASTE 25,000.00 054 39 DAYS @ $9700/DAY 378,300.00 054 O/S CEM-4401 -10,000.00 056 OIL PRICE INDEX CORR -132,604.19 056 45 LDS @ $9700/DAY 436,500.00 056 O/S DOCS & AS-BUILTS -25,000.00 057 0.00 -78,083.25 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 002 DOCS RECD 10,000.00 004 DEL FHWA 1391 -10,000.00 028 FHWA 1391 REC'D 10,000.00 029 DEL JULY 12 1391 -10,000.00 043 RECD JULY 12 1391 10,000.00 045 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JULY -2,000.00 002 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 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS AUG -2,000.00 003 PRS RECD JULY 2,000.00 004 O/S PRS OCT -5,000.00 005 PRS RECD AUG 2,000.00 005 O/S PRS NOV -10,000.00 007 O/S PRS DEC -10,000.00 008 PRS RECD OCT 5,000.00 008 O/S PRS JAN -10,000.00 009 PRS RECD DEC 10,000.00 009 PRTL PRS RECD NOV 5,000.00 009 O/S PRS FEB -10,000.00 010 PRS RECD NOV 5,000.00 010 O/S PRS MARCH -5,000.00 011 PRTL PRS JAN 5,000.00 011 PRTL PRS FEB 7,000.00 011 O/S PRS APRIL -5,000.00 012 PRTL PRS JAN 3,000.00 012 O/S PRS MAY -10,000.00 013 O/S PRS JUNE -10,000.00 014 PRS RECD JAN 2,000.00 014 PRTL PRS MAY 5,000.00 014 PRS RECD MAR 5,000.00 015 PRTL PRS RECD JUNE 5,000.00 015 PRTL PRS RECD FEB 2,000.00 015 O/S PRS AUG -1,000.00 016 PRS RECD FEB 1,000.00 016 PRS RECD APR 5,000.00 016 O/S PRS SEPT -10,000.00 017 O/S PRS OCT -3,000.00 018 O/S PRS NOV -3,000.00 019 O/S PRS DEC -10,000.00 020 O/S PRS JAN -4,000.00 021 PRS RECD MAY 10 5,000.00 021 PRS RECD SEPT 10 10,000.00 021 PRTL PRS RECD NOV 10 2,000.00 021 O/S PRS FEB -10,000.00 022 PRS RECD JUNE 10 5,000.00 022 PRS RECD AUG 10 1,000.00 022 PRS RECD NOV 10 1,000.00 022 PRTL PRS RECD FEB 4,000.00 024 O/O PRS MARCH 2011 -10,000.00 025 PRTL DEC 2010 8,000.00 026 PRTL JAN 2011 2,000.00 026 PRTL OCT 2010 3,000.00 026 RECD FEB 2011 6,000.00 026 DEL APR'11 -5,000.00 027 DEL JUN '11 -5,000.00 027 PRTL MAR'11 5,000.00 027 DEL JULY CPR -10,000.00 028 PRTL JUN DEL 5,000.00 028 RECD DEC 10 DEL 2,000.00 028 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 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL AUG CPR -10,000.00 029 DEL SEPT 11 CPR -10,000.00 030 PRTL JAN 11 DEL 1,000.00 031 PRTL JULY 11 DEL 9,000.00 031 RECD MAR 11 INQ 5,000.00 031 DEL OCT 11 CPR -5,000.00 032 PRTL AUG 11 DEL 5,000.00 032 PRTL SEPT 11 DEL 3,000.00 032 RECD JAN 11 DEL 1,000.00 032 RECD JULY 11 DEL 1,000.00 032 DEL NOV 11 CPR -5,000.00 033 PRTL APRIL 11 DEL 3,000.00 033 PRTL OCT 11 DEL 3,000.00 033 PRTL SEPT 11 DEL 5,000.00 033 DEL DEC 11 CPR -7,000.00 034 PRTL DEC 11 DEL 2,000.00 036 DEL JAN 12 CPR -3,000.00 036 PRTL APRL 11 DEL 1,000.00 036 PRTL NOV 11 DEL 2,000.00 036 PRTL SEP 11 DEL 1,000.00 036 DEL FEB 12 CPR -5,000.00 037 PRTL AUG 11 DEL 4,000.00 037 PRTL DEC 11 DEL 4,000.00 037 RECD APR 11 DEL 1,000.00 037 RECD SEPT 11 CPR 1,000.00 037 DEL MAR 12 CPR -5,000.00 038 PRTL OCT 11 DEL 1,000.00 038 RECD FEB 12 CPR 5,000.00 038 RECD JAN 12 CPR 3,000.00 038 DEL APR 12 CPR -3,000.00 040 PRTL MAR 12 DEL 2,000.00 040 DEL MAY 12 CPR -1,000.00 041 PRTL APR 12 DEL 2,000.00 041 PRTL MAR 12 DEL 2,000.00 041 PRTL NOV 11 DEL 1,000.00 041 RECD OCT 11 DEL 1,000.00 041 DEL JUNE 12 CPR -5,000.00 042 PRTL NOV 11 DEL 1,000.00 042 RECD APR 12 DEL 1,000.00 042 RECD MAY 12 DEL 1,000.00 042 DEL JULY 12 CPR -2,000.00 043 PRTL JUNE 12 DEL 1,000.00 043 RECD DEC 11 DEL 1,000.00 043 DEL AUG 12 CPR -3,000.00 044 PRTL JULY 12 DEL 1,000.00 044 RECD AUG 11 DEL 1,000.00 044 RECD MAR 12 DEL 1,000.00 044 DEL SEPT 12 CPR -5,000.00 045 PRTL AUGUST 12 DEL 1,000.00 045 PRTL JUNE 12 DEL 1,000.00 045 DEL OCT 12 CPR -5,000.00 046 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 4 DATE 07/15/15 EST. NO. 063 TIME 02:15 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL AUG 12 DEL 1,000.00 046 PRTL SEPT 12 DEL 2,000.00 046 DEL NOV 12 CPR -1,000.00 047 PRTL OCT 12 DEL 3,000.00 047 PRTL SEPT. 12 DEL 2,000.00 047 RECD AUG 12 DEL 1,000.00 047 RECD NOV 11 DEL 1,000.00 047 DEL DEC 12 CPR -1,000.00 048 DEL JAN 13 CPR -5,000.00 048 RECD JULY 12 DEL 1,000.00 048 RECD NOV 12 DEL 1,000.00 048 RECD SEPT 12 DEL 1,000.00 048 DEL FEB 13 CPR -5,000.00 049 DEL MAR 13 CPR -5,000.00 050 RECD DEC 12 DEL 1,000.00 050 RECD FEB 13 DEL 5,000.00 050 RECD JAN 13 DEL 5,000.00 050 DEL APR 13 CPR -2,000.00 051 PRTL MAR 13 DEL 2,000.00 051 DEL MAY 13 CPR -1,000.00 052 PRTL MAR 13 DEL 1,000.00 052 RECD OCT 12 DEL 2,000.00 053 OTHER DISCREPANCIES -10,000.00 054 RECD APRIL 13 DEL 2,000.00 054 RECD JUNE 12 DEL 3,000.00 054 RECD MARCH 13 DEL 2,000.00 054 RECD MAY 13 DEL 1,000.00 054 DEL AUG 13 CPR -1,000.00 055 RECD AUG 13 DEL 1,000.00 056 RECD JULY 13 OTH DIS 10,000.00 056 0.00 0.00 LIQUIDATED DAMAGES 7 DAYS @ $9700/DAY -67,900.00 046 7 DAYS @ $9700/DAY 67,900.00 048 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(F) 2403(F) -10,000.00 056 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -88,083.25 PROGRAM CAS145 PAGE 1 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 LOCATION SEMI-FINAL ESTIMATE 11-SD-905-R9.5/R15.0 ------------------- FLATIRON WEST/SUKUT IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOWS DRIVE FROM 1.2 KM EAST OF ROUTE 805/905 SAN MARCOS CA 92078 SEPARATION TO 0.8 KM EAST OF BRITANNIA OVERCROSSING FED. AID NO. SARR-A905(19) N,A-A905(19)N CONSTRUCT NEW FREEWAY - PHASE 1B ------------------------------------------------------------------------------------------------------------------------------------ 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 30,000.0000 30,000.00 1.000 30,000 002 TIME-RELATED OVERHEAD WDAY 4,100.0000 3,034,000.00 144.000 590,400.00 886.000 3,632,600 003 TEMPORARY FENCE (TYPE ESA) M 8.5000 7,310.00 213.360 1,813 004 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 1.000 250,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500 PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 5.0000 488,500.00 50,298.610 251,493 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 40,500.00 26.000 39,000 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 130,500.00 25.000 112,500 009 TEMPORARY CHECK DAM M 61.0000 61,610.00 398.960 24,336 010 MOVE-IN/MOVE-OUT EA 420.0000 2,520.00 4.000 1,680 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 460.0000 64,400.00 105.000 48,300 012 STREET SWEEPING LS 60,000.0000 60,000.00 1.000 60,000 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 1.000 3,000 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 255,900.00 273,045.893 81,913 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000 016 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 017 TYPE III BARRICADE EA 100.0000 3,000.00 9.000 900 018 BARRICADE (LEFT IN PLACE) EA 500.0000 3,000.00 7.000 3,500 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 28.0000 3,920.00 302.660 8,474 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 11,330.90 30,508.070 21,355 021 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 945.00 0.000 0 022 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 0.000 0 (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 40.0000 5,600.00 148.000 5,920 024 TEMPORARY PAVEMENT MARKER EA 3.5000 7,752.50 2,887.000 10,104 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 21,000.0000 210,000.00 10.000 210,000 026 TEMPORARY RAILING (TYPE K) M 25.0000 236,250.00 9,822.320 245,558 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 92,500.00 305.000 76,250 028 ABANDON CULVERT EA 970.0000 7,760.00 11.000 10,670 029 ABANDON INLET EA 440.0000 3,080.00 9.000 3,960 030 ABANDON SEWER MANHOLE EA 1,300.0000 7,800.00 4.000 5,200 031 ABANDON WATER LINE M 380.0000 1,140.00 165.000 62,700 032 ABANDON SEWER M 35.0000 13,650.00 343.990 12,039 033 REMOVE CHAIN LINK FENCE M 15.0000 6,750.00 1,265.320 18,979 034 REMOVE BARRICADE M 57.0000 798.00 9.000 513 035 REMOVE METAL BEAM GUARD RAILING M 15.0000 7,350.00 631.000 9,465 036 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 6,030.00 738.460 3,323 037 REMOVE TRAFFIC STRIPE M 1.8000 15,588.00 21,862.910 39,353 038 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,610.00 255.617 7,668 039 REMOVE PAVEMENT MARKER EA 2.0000 306.00 471.000 942 040 REMOVE ROADSIDE SIGN EA 125.0000 6,250.00 52.000 6,500 041 REMOVE SIGN OVERLAY EA 150.0000 3,000.00 2.000 300 042 REMOVE WATER LINE M 20.0000 11,800.00 858.960 17,179 043 REMOVE BASE AND SURFACING M3 10.0000 29,200.00 6,515.440 65,154 044 RESET ROADSIDE SIGN EA 350.0000 7,000.00 3.000 1,050.00 4.000 1,400 045 RELOCATE ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 88,650.00 19,364.999 87,142 047 REMOVE CONCRETE M3 10.0000 34,000.00 2,674.330 26,743 048 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 1,200.00 240.000 1,200 049 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000 PROGRAM CAS145 PAGE 3 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000 051 ROADWAY EXCAVATION M3 5.6000 5,712,000.00 1,073,665.726 6,012,528 052 LEAD COMPLIANCE PLAN LS 80,000.0000 80,000.00 1.000 80,000 053 STRUCTURE EXCAVATION (BRIDGE) M3 16.0000 112,000.00 6,940.000 111,040 (F) 054 STRUCTURE EXCAVATION (CRIB WALL) M3 5.5000 20,790.00 0.000 0 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 11.0000 21,780.00 1,666.700 18,333 056 STRUCTURE BACKFILL (BRIDGE) M3 10.0000 62,800.00 6,280.000 62,800 (F) 057 STRUCTURE BACKFILL (CRIB WALL) M3 48.0000 470,880.00 0.000 0 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 4.5000 10,170.00 2,050.400 9,226 059 PERVIOUS BACKFILL MATERIAL (RETAINING M3 24.0000 4,320.00 130.480 3,131 WALL) 060 SAND BACKFILL M3 15.0000 7,800.00 601.755 9,026 061 LEAN CONCRETE BACKFILL M3 250.0000 53,750.00 155.000 38,750 (F) 062 DITCH EXCAVATION M3 4.0000 312.00 22.900 91 063 CLAY CAP M3 15.0000 42,600.00 2,833.110 42,496 064 GEOSYNTHETIC REINFORCED EMBANKMENT M2 5.5000 467,500.00 71,577.830 393,678 065 HIGHWAY PLANTING LS 38,000.0000 38,000.00 1.000 38,000 066 EROSION CONTROL (BIOFILTRATION) M2 4.0000 94,800.00 0.000 0 067 EROSION CONTROL (TYPE D) M2 1.7500 411,250.00 278,007.000 486,512 068 EROSION CONTROL (HYDRAULIC MATRIX) M2 1.1600 10,672.00 9,200.000 10,672 069 FIBER ROLLS M 6.5000 272,350.00 39,118.000 254,267 070 DRAINAGE INLET PROTECTION EA 115.0000 5,980.00 0.000 0 071 CHECK DAM M 9.0000 9,180.00 0.000 0 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 5.000 2,500 073 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 1.000 8,000 074 TRUCK WATERING LS 74,000.0000 74,000.00 0.000 0 075 IRRIGATION SYSTEM LS 69,000.0000 69,000.00 0.980 67,620 076 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 82,000.00 432.700 86,540 PROGRAM CAS145 PAGE 4 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WATER METER EA 35,000.0000 35,000.00 2.000 70,000 078 IRRIGATION SLEEVE M 25.0000 13,500.00 423.530 10,588 079 200 MM CORRUGATED HIGH DENSITY M 60.0000 46,800.00 761.490 45,689 POLYETHYLENE PIPE CONDUIT 080 CLASS 4 AGGREGATE SUBBASE M3 9.0000 501,300.00 55,344.050 498,096 081 CLASS 2 AGGREGATE BASE M3 21.0000 1,785,000.00 82,546.250 1,733,471 082 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,350.0000 25,650.00 15.570 21,019 083 HOT MIX ASPHALT TONN 80.0000 7,144,000.00 88,090.893 7,047,271 084 PLACE HOT MIX ASPHALT DIKE M 7.0000 42,000.00 7,031.115 49,217 085 PLACE HOT MIX ASPHALT M2 15.5000 9,920.00 722.221 11,194 (MISCELLANEOUS AREA) 086 TACK COAT TONN 1,000.0000 130,000.00 58.440 58,440 087 CONCRETE PAVEMENT M3 185.0000 5,402,000.00 29,301.004 5,420,685 088 SEAL PAVEMENT JOINT M 3.0000 200,100.00 42,449.050 127,347 089 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 21,120.00 244.253 19,540 090 DRIVE STEEL PILE (HP 250 X 62) EA 2,900.0000 23,200.00 8.000 23,200 091 FURNISH STEEL PILING (HP 360 X 132) M 145.0000 652,500.00 4,233.964 613,924 092 DRIVE STEEL PILE (HP 360 X 132) EA 1,600.0000 371,200.00 232.000 371,200 093 FURNISH PILING (CLASS 900) M 180.0000 345,600.00 1,666.089 299,896 (ALTERNATIVE W) (MODIFIED) 094 DRIVE PILE (CLASS 900) EA 1,500.0000 208,500.00 139.000 208,500 (ALTERNATIVE W) (MODIFIED) 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 480,000.0000 480,000.00 1.000 480,000 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 650,000.00 1,625.000 650,000 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 3,773,250.00 6,454.000 3,775,590 (F) 098 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 456,000.00 570.000 456,000 (F) (TYPE N) 099 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 960.0000 44,160.00 49.065 47,102 100 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 10,500.00 35.000 10,500 (F) 101 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 22,100.00 315.975 53,715 102 CLASS 1 CONCRETE (RETAINING WALL) M3 700.0000 609,000.00 795.740 557,018 103 MINOR CONCRETE (MINOR STRUCTURE) M3 710.0000 220,100.00 248.937 176,745 PROGRAM CAS145 PAGE 5 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (PIPE ENCASEMENT) M3 330.0000 297,000.00 1,250.836 412,775 105 MINOR CONCRETE (SOUND WALL) M3 1,260.0000 10,080.00 7.700 9,702 106 FRACTURED RIB TEXTURE M2 43.0000 79,120.00 1,446.000 62,178 107 PREMANUFACTURED BAT HOUSE EA 700.0000 2,800.00 8.000 5,600 108 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 490.0000 12,250.00 0.000 0 109 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 560.0000 39,200.00 0.000 0 110 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 590.0000 259,600.00 0.000 0 111 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 116.0000 96,280.00 0.000 0 112 REINFORCED CONCRETE CRIB WALL M2 149.0000 90,890.00 0.000 0 (TYPE E) 113 SOUND WALL (MASONRY BLOCK) M2 500.0000 150,000.00 298.220 149,110 114 JOINT SEAL (MR 30 MM) M 200.0000 15,600.00 77.120 15,424 115 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 64,800.00 68.410 61,569 116 JOINT SEAL (MR 40 MM) M 230.0000 11,040.00 45.420 10,446 117 JOINT SEAL (MR 50 MM) M 285.0000 13,680.00 45.300 12,910 118 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 1,431,300.00 1,101,300.000 1,431,690 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4500 77,420.00 49,427.000 121,096 120 HEADED BAR REINFORCEMENT EA 20.0000 2,240.00 112.000 2,240 (F) 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 30.0000 43,200.00 5,641.000 169,230 WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,200.00 5,641.000 28,205 WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 68,640.00 9,663.000 115,956 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 8,580.00 9,663.000 14,494 125 FURNISH SIGN STRUCTURE (TRUSS) KG 11.7500 1,084,525.00 82,039.000 963,958 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 32,305.00 82,039.000 28,713 127 FURNISH LAMINATED PANEL SIGN M2 130.0000 93,600.00 249.500 32,435 (25.4 MM-TYPE A) 128 FURNISH LAMINATED PANEL SIGN M2 135.0000 8,100.00 7.240 977 (25.4 MM-TYPE B) 129 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 24,000.00 85.780 6,862 (1.6 MM-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 12,000.00 85.740 6,859 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN M2 84.0000 8,400.00 19.260 1,617 (1.6 MM-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,000.00 15.240 1,371 (2.0 MM-FRAMED) 133 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 30,600.00 21.800 39,240 CONCRETE PILE (SIGN FOUNDATION) 134 1372 MM CAST-IN-DRILLED-HOLE M 2,600.0000 13,000.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 135 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 176,800.00 65.400 170,040 CONCRETE PILE (SIGN FOUNDATION) 136 METAL (BARRIER MOUNTED SIGN) KG 25.0000 5,000.00 0.000 0 137 HABITAT RESTORATION SIGN EA 350.0000 1,400.00 4.000 1,400 138 ROADSIDE SIGN-ONE POST EA 400.0000 4,000.00 2.000 800.00 15.000 6,000 (WEED CONTROL MAT RUBBER) 139 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 130.000 45,500 140 ROADSIDE SIGN - TWO POST EA 1,000.0000 30,000.00 13.000 13,000 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 3,600.00 43.500 3,915 METHOD) 142 PREPARE AND PAINT CONCRETE M2 24.0000 8,160.00 366.500 8,796 143 450 MM ALTERNATIVE PIPE CULVERT M 87.0000 96,570.00 638.362 55,537 144 600 MM ALTERNATIVE PIPE CULVERT M 102.0000 371,280.00 4,300.351 438,635 145 750 MM ALTERNATIVE PIPE CULVERT M 140.0000 119,000.00 923.000 129,220 146 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 25,200.00 143.000 25,740 147 1050 MM ALTERNATIVE PIPE CULVERT M 220.0000 20,240.00 93.000 20,460 148 1200 MM ALTERNATIVE PIPE CULVERT M 110.0000 9,680.00 88.000 9,680 149 1500 MM ALTERNATIVE PIPE CULVERT M 530.0000 43,990.00 82.060 43,491 150 450 MM REINFORCED CONCRETE PIPE M 140.0000 7,840.00 47.000 6,580 151 600 MM REINFORCED CONCRETE PIPE M 190.0000 85,880.00 352.939 67,058 152 750 MM REINFORCED CONCRETE PIPE M 240.0000 57,600.00 175.000 42,000 153 1200 MM REINFORCED CONCRETE PIPE M 440.0000 39,160.00 88.500 38,940 154 200 MM PLASTIC PIPE M 120.0000 16,800.00 83.726 10,047 155 450 MM ALTERNATIVE PIPE DOWNDRAIN M 140.0000 1,260.00 15.000 2,100 156 600 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 11,400.00 107.653 12,918 157 1200 MM ALTERNATIVE PIPE DOWNDRAIN M 280.0000 12,320.00 44.000 12,320 PROGRAM CAS145 PAGE 7 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 GRATED LINE DRAIN M 270.0000 37,800.00 139.000 37,530 159 900 MM CORRUGATED STEEL PIPE RISER M 630.0000 2,016.00 0.000 0 (2.77 MM THICK) 160 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 184,300.00 191.696 364,222 (10 MM) 161 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 323,000.00 69.950 132,905 (21 MM) 162 1500 MM WELDED STEEL CASING M 1,350.0000 256,500.00 193.406 261,098 163 ANODES AND TEST STATIONS EA 480.0000 5,280.00 15.000 7,200 164 300 MM CEMENT MORTAR LINED AND TAPE M 400.0000 480,000.00 1,170.895 468,358 COATED WATER LINE 165 400 MM CEMENT MORTAR LINED AND TAPE M 2,000.0000 124,000.00 52.713 105,426 COATED WATER LINE 166 600 MM CEMENT MORTAR LINED AND TAPE M 680.0000 367,200.00 545.610 371,014 COATED WATER LINE 167 50 MM TYPE K COPPER PIPE M 120.0000 2,160.00 19.200 2,304 168 600 MM CONCRETE FLARED END SECTION EA 350.0000 1,400.00 4.000 1,400 169 750 MM CONCRETE FLARED END SECTION EA 380.0000 380.00 2.000 760 170 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300 171 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 2,640.00 9.000 2,970 172 750 MM ALTERNATIVE FLARED END SECTION EA 470.0000 470.00 1.000 470 173 300 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,400.0000 1,400.00 1.000 1,400 BYPASS 174 300 MM GATE VALVE EA 1,500.0000 12,000.00 6.800 10,200 175 400 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,600.0000 14,400.00 9.000 14,400 BYPASS 176 150 MM BLOW OFF ASSEMBLY EA 2,700.0000 5,400.00 2.000 5,400 177 50 MM BLOW OFF ASSEMBLY EA 1,300.0000 3,900.00 2.000 2,600 178 25 MM WATER TEST STATION ASSEMBLY EA 1,200.0000 1,200.00 1.000 1,200 179 50 MM WATER SERVICE EA 1,900.0000 1,900.00 1.000 1,900 180 600 MM BUTTERFLY VALVE, CLASS 250 EA 4,300.0000 12,900.00 3.000 12,900 181 50 MM COMBINATION AIR RELEASE AND AIR EA 1,600.0000 6,400.00 1.000 1,600 VACUUM VALVE 182 150 MM COMBINATION AIR RELEASE AND AIR EA 2,900.0000 2,900.00 1.000 2,900 VACUUM VALVE 183 100 MM COMBINATION AIR RELEASE AND AIR EA 2,300.0000 2,300.00 0.000 0 VACUUM VALVE 184 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 5,610.00 28.000 14,280 PROGRAM CAS145 PAGE 8 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 1500 MM PRECAST CONCRETE PIPE MANHOLE EA 62,000.0000 124,000.00 2.000 124,000 186 900 MM REINFORCED CONCRETE PIPE RISER M 510.0000 17,340.00 16.670 8,501 187 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 4,590.00 13.050 6,655 (MODIFIED) 188 1050 MM VITRIFIED CLAY SEWER PIPE M 1,500.0000 375,000.00 240.408 360,612 189 CATHODIC PROTECTION TEST STATION EA 1,100.0000 4,400.00 8.000 8,800 190 80 MM POLYVINYL CHLORIDE PIPE M 38.0000 25,080.00 397.034 15,087 191 400 MM POLYVINYL CHLORIDE WATER, M 170.0000 51,000.00 296.711 50,440 CLASS 150 (T) 192 600 MM POLYVINYL CHLORIDE FORCE MAIN M 170.0000 16,490.00 89.311 15,182 193 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,100.0000 12,400.00 8.000 24,800 MECHANICAL JOINT ENDS 194 450 MM SEWER PIPE M 1,450.0000 696,000.00 482.300 699,335 195 150 MM POLYVINYL CHLORIDE WATER PIPE, M 94.0000 658.00 0.000 0 CLASS 200 (C900, DR14) 196 400 MM POLYVINYL CHLORIDE DR 25 FORCE M 460.0000 55,200.00 112.474 51,738 MAIN 197 250 MM POLYVINYL CHLORIDE SEWER PIPE M 2,100.0000 44,100.00 18.772 39,421 198 SEWER MANHOLE FRAME AND COVER EA 7,300.0000 36,500.00 8.000 58,400 199 2450 MM PRECAST CONCRETE PIPE MANHOLE EA 49,000.0000 147,000.00 3.000 147,000 200 ROCK SLOPE PROTECTION M3 84.0000 23,520.00 364.256 30,597 (FACING, METHOD B) 201 ROCK SLOPE PROTECTION M3 99.0000 3,267.00 69.895 6,919 (BACKING NO. 1, METHOD B) 202 CONCRETE (APRON AND DITCH LINING) M3 410.0000 102,500.00 212.490 87,120 203 SLOPE PAVING (STAMPED CONCRETE) M2 160.0000 153,600.00 915.000 146,400 (F) 204 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,625.00 653.422 1,633 205 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 251,550.00 575.784 336,833 CONSTRUCTION) 206 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 171,520.00 2,752.169 176,138 207 MINOR CONCRETE (GORE PAVING) M3 188.0000 77,080.00 412.822 77,610 208 MISCELLANEOUS IRON AND STEEL KG 4.7500 80,731.00 23,231.000 110,347 (F) 209 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 13,200.00 1,650.000 13,200 (F) 210 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 61,000.00 6,100.000 61,000 (F) 211 WILDLIFE FENCE M 95.0000 178,600.00 1,860.000 176,700 PROGRAM CAS145 PAGE 9 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 492,160.00 -1,272.000 -81,408.00 7,587.000 485,568 213 POLE BARRIER M 230.0000 36,800.00 170.000 39,100 214 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 14,400.00 20.000 18,000 215 DELINEATOR (CLASS 1) EA 75.0000 16,500.00 7.000 525.00 218.000 16,350 216 MILEPOST MARKER EA 100.0000 800.00 0.000 0 217 GUARD RAILING DELINEATOR EA 14.0000 2,380.00 391.000 5,474 218 OBJECT MARKER EA 30.0000 300.00 0.000 0 219 METAL BEAM GUARD RAILING M 107.0000 14,980.00 235.960 25,247 220 CHAIN LINK RAILING (TYPE 7) M 225.0000 38,025.00 169.000 38,025 (F) 221 CONCRETE BARRIER (TYPE 26 MODIFIED) M 715.0000 120,835.00 169.000 120,835 (F) 222 SINGLE THRIE BEAM BARRIER M 75.0000 101,250.00 1,267.100 95,032 223 DOUBLE THRIE BEAM BARRIER M 123.0000 464,940.00 4,316.470 530,925 224 CABLE RAILING M 98.0000 40,738.60 415.700 40,738 (F) 225 TRANSITION RAILING (TYPE WB) EA 3,500.0000 35,000.00 10.000 35,000 226 TRANSITION RAILING (TYPE DTB) EA 3,600.0000 14,400.00 4.000 14,400 227 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 9.000 7,200 228 RETURN CAP (TYPE TA) EA 220.0000 440.00 2.000 440 229 END ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 3,000.00 2.000 3,000 230 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 23,000.00 15.000 34,500 231 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 0.000 0 232 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0 233 CRASH CUSHION (REACT 9CBB) EA 53,000.0000 53,000.00 1.000 53,000 234 CONCRETE BARRIER (TYPE 60C) M 420.0000 71,400.00 172.700 72,534 235 CONCRETE BARRIER (TYPE 60D) M 250.0000 17,750.00 73.800 18,450 236 CONCRETE BARRIER (TYPE 80) M 540.0000 199,260.00 369.000 199,260 (F) 237 CONCRETE BARRIER (TYPE 736) M 380.0000 52,820.00 139.000 52,820 (F) 238 CONCRETE BARRIER (TYPE 736 MODIFIED) M 280.0000 49,000.00 175.000 49,000 (F) PROGRAM CAS145 PAGE 10 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736A) (MOD) M 250.0000 70,000.00 280.700 70,175 240 CONCRETE BARRIER (TYPE 736B) M 250.0000 259,750.00 1,039.000 259,750 (F) 241 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 24,480.00 646.190 21,970 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 14,580.00 4,091.530 11,047 243 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,304.00 154.350 370.44 1,478.350 3,548 (BROKEN 3.66 M - 0.92 M) 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 660.00 168.670 506 (BROKEN 1.83 M - 0.30 M) 245 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,100.00 337.300 843 (BROKEN 5.18 M - 2.14 M) 246 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 58,800.00 61,932.000 49,545 247 PARKING BUMPER (PRECAST CONCRETE) EA 60.0000 10,200.00 176.000 10,560 248 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,912.00 5,703.000 6,843 249 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,800.00 5,549.000 16,647 250 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION 251 SIGNAL AND LIGHTING (LOCATION 1) LS 145,000.0000 145,000.00 1.000 145,000 252 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 1.000 145,000 253 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000 254 SIGNAL AND LIGHTING (LOCATION 4) LS 26,000.0000 26,000.00 1.000 26,000 255 SIGNAL AND LIGHTING (LOCATION 5) LS 26,000.0000 26,000.00 1.000 26,000 256 LIGHTING (CITY STREET) LS 170,000.0000 170,000.00 1.000 170,000 257 LIGHTING (PARKING LOT) LS 58,000.0000 58,000.00 1.000 58,000 258 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 1.000 525,000 259 CHANGEABLE MESSAGE SIGN SYSTEM LS 19,000.0000 19,000.00 1.000 19,000 260 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 9,000.00 200.000 9,000 (F) 261 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 1.000 20,000 262 TRAFFIC MONITORING STATION (LOCATION 2) LS 31,000.0000 31,000.00 1.000 31,000 263 FIBER OPTIC COMMUNICATON SYSTEM LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 264 RAMP METERING SYSTEM (LOCATION 1) LS 72,000.0000 72,000.00 1.000 72,000 265 RAMP METERING SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 1.000 70,000 PROGRAM CAS145 PAGE 11 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 RAMP METERING SYSTEM (LOCATION 3) LS 88,000.0000 88,000.00 1.000 88,000 267 BICYCLE PARKING RACK EA 400.0000 3,200.00 8.000 3,200 268 BICYCLE LOCKER EA 3,400.0000 51,000.00 15.000 51,000 PROGRAM CAS145 PAGE 12 DATE 07/15/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:15 PM ESTIMATE NO. 063 BID OPENING 04/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/04/13 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 07/15/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 511,737.44 51,335,595.37 ADJUSTMENT OF COMPENSATION 102,490.09 2,503,012.08 EXTRA WORK 137,415.86 6,666,772.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 751,643.39 60,505,379.82 269 MOBILIZATION LS 4,900,000.0000 4,900,000.00 1.000 4,900,000 ORIGINAL CONTRACT AMOUNT 57,095,736.00 TOTAL WORK COMPLETED 751,643.39 65,405,379.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -88,083.25 TOTAL 751,643.39 65,317,296.57 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/20/09 990 07/22/09 07/15/09 10/04/13 964 97 223 0 100% 100% DEYOE, MARLA RESIDENT ENGINEER PROGRAM CAS145 DATE 07/15/15