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 12/21/12 EST. NO.47 TIME 08:51 AM 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 0009 232.52 E.W. @ F.A.(+) 071312 N 0280.0 0011 1,386.70 071712 N 0282.0 0012 809.70 071812 N 0283.0 0013 1,457.25 071912 N 0284.0 0017 316.16 073012 N 0288.0 008 0030 250.00 E.W. @ F.A.(+) 021110 N 0367.0 010 0705 1,860.55 E.W. @ F.A.(+) 100912 N 6472.0 0707 1,228.37 111412 N 6482.0 0708 465.14 112012 N 6487.0 0709 1,117.78 112112 N 6488.0 0710 389.68 110612 N 6489.0 0711 155.87 110812 N 6490.0 0713 650.30 111312 N 6483.0 0714 249.60 111512 N 6484.0 0715 778.46 112812 N 6492.0 0716 503.79 112912 N 6494.0 0717 1,309.63 112612 N 6495.0 0718 520.23 120312 N 6498.0 0720 673.65 120612 N 6501.0 0721 1,294.08 120712 N 6503.0 053 0003-1 -2,904.67 E.W. @ F.A.(+) 042911 N 0258.0 DAO CORRECTING ENTRY 0003-2 3,036.70 042911 N 0258.0 DAO CORRECTING ENTRY 0005-1 -1,264.11 052211 N 0260.0 DAO CORRECTING ENTRY 0005-2 1,321.57 052211 N 0260.0 DAO CORRECTING ENTRY 0006-1 -487.34 061911 N 0261.0 DAO CORRECTING ENTRY 0006-2 509.50 061911 N 0261.0 DAO CORRECTING ENTRY 0007-1 -1,629.74 071711 N 0262.0 DAO CORRECTING ENTRY 0007-2 1,703.82 071711 N 0262.0 DAO CORRECTING ENTRY 071 0003-1 -2,259.82 E.W. @ F.A.(+) 060311 N 5846.1 DAO CORRECTING ENTRY 0004-1 -724.07 021312 N 6340.0 DAO CORRECTING ENTRY 0005-1 -910.31 022412 N 6341.0 DAO CORRECTING ENTRY 076 0008 3,463.92 E.W. @ F.A.(+) 111612 N 6485.0 0009 1,007.60 111912 N 6486.0 0010 387.20 112112 N 6505.0 084 0017 233.87 E.W. @ F.A.(+) 120612 N 6506.0 117 0010-1 -73.93 E.W. @ F.A.(+) 102312 N 6477.1 DAO CORRECTING ENTRY 125 0001 2,393.60 E.W. @ F.A.(+) 112612 N 6496.0 0005 1,373.20 112912 N 6509.0 0006 2,080.78 113012 N 6510.0 0009 104.24 121512 N 6519.0 23,011.47 TOTAL THIS ESTIMATE 5,823,250.15 TOTAL PREVIOUS ESTIMATE 5,846,261.62 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 12/21/12 EST. NO.47 TIME 08:51 AM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 81 -4,144.86 05 ITEM 81 4,144.86 07 800M3 @ $3.00/M3 -2,400.00 07 DSB9 SURVEY RESTAKE -850.00 08 CL II CONCRETE -144.38 09 SURVEY RESTAKE B -850.00 09 SURVEY RESTAKE B -1,700.00 10 HERIT. A1 COARSE AG -1,360.80 13 CL II OUT OF SPECBR3 -1,200.00 15 SP CYN 3HRS @ $425 -1,275.00 21 HERITAGE PRESTRESS -223.78 25 LOW COMPSTR TEST UC -5,000.00 26 CEM 4401 SOLID WASTE -10,000.00 34 CLASS II AGG BASE -1,200.00 34 SURVEY RE-STAKING -1,680.00 34 CL II JV LTR NO -1,200.00 37 CL IV JV LTR NOS -2,400.00 37 EXCEED LOAD LIMIT -2,000.00 37 RESTAKING CT677/678 -7,060.00 38 LIGHT POLES/SIGNALS -10,000.00 40 CEM-4401 RECD 10,000.00 42 ANTICIPATED LDS -194,000.00 45 PCC OUT CC COARSE AG -498.54 45 RW 126 BACKFILL -300.00 45 LD (7DAYS@9700.00) -67,900.00 47 -67,900.00 -303,242.50 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 02 DOCS RECD 10,000.00 04 DEL FHWA 1391 -10,000.00 28 FHWA 1391 REC'D 10,000.00 29 DEL JULY 12 1391 -10,000.00 43 RECD JULY 12 1391 10,000.00 45 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JULY -2,000.00 02 O/S PRS AUG -2,000.00 03 PRS RECD JULY 2,000.00 04 O/S PRS OCT -5,000.00 05 PRS RECD AUG 2,000.00 05 O/S PRS NOV -10,000.00 07 O/S PRS DEC -10,000.00 08 PRS RECD OCT 5,000.00 08 O/S PRS JAN -10,000.00 09 PRS RECD DEC 10,000.00 09 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 12/21/12 EST. NO.47 TIME 08:51 AM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL PRS RECD NOV 5,000.00 09 O/S PRS FEB -10,000.00 10 PRS RECD NOV 5,000.00 10 O/S PRS MARCH -5,000.00 11 PRTL PRS JAN 5,000.00 11 PRTL PRS FEB 7,000.00 11 O/S PRS APRIL -5,000.00 12 PRTL PRS JAN 3,000.00 12 O/S PRS MAY -10,000.00 13 O/S PRS JUNE -10,000.00 14 PRS RECD JAN 2,000.00 14 PRTL PRS MAY 5,000.00 14 PRS RECD MAR 5,000.00 15 PRTL PRS RECD JUNE 5,000.00 15 PRTL PRS RECD FEB 2,000.00 15 O/S PRS AUG -1,000.00 16 PRS RECD FEB 1,000.00 16 PRS RECD APR 5,000.00 16 O/S PRS SEPT -10,000.00 17 O/S PRS OCT -3,000.00 18 O/S PRS NOV -3,000.00 19 O/S PRS DEC -10,000.00 20 O/S PRS JAN -4,000.00 21 PRS RECD MAY 10 5,000.00 21 PRS RECD SEPT 10 10,000.00 21 PRTL PRS RECD NOV 10 2,000.00 21 O/S PRS FEB -10,000.00 22 PRS RECD JUNE 10 5,000.00 22 PRS RECD AUG 10 1,000.00 22 PRS RECD NOV 10 1,000.00 22 PRTL PRS RECD FEB 4,000.00 24 O/O PRS MARCH 2011 -10,000.00 25 PRTL DEC 2010 8,000.00 26 PRTL JAN 2011 2,000.00 26 PRTL OCT 2010 3,000.00 26 RECD FEB 2011 6,000.00 26 DEL APR'11 -5,000.00 27 DEL JUN '11 -5,000.00 27 PRTL MAR'11 5,000.00 27 DEL JULY CPR -10,000.00 28 PRTL JUN DEL 5,000.00 28 RECD DEC 10 DEL 2,000.00 28 DEL AUG CPR -10,000.00 29 DEL SEPT 11 CPR -10,000.00 30 PRTL JAN 11 DEL 1,000.00 31 PRTL JULY 11 DEL 9,000.00 31 RECD MAR 11 INQ 5,000.00 31 DEL OCT 11 CPR -5,000.00 32 PRTL AUG 11 DEL 5,000.00 32 PRTL SEPT 11 DEL 3,000.00 32 RECD JAN 11 DEL 1,000.00 32 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 12/21/12 EST. NO.47 TIME 08:51 AM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD JULY 11 DEL 1,000.00 32 DEL NOV 11 CPR -5,000.00 33 PRTL APRIL 11 DEL 3,000.00 33 PRTL OCT 11 DEL 3,000.00 33 PRTL SEPT 11 DEL 5,000.00 33 DEL DEC 11 CPR -7,000.00 34 PRTL DEC 11 DEL 2,000.00 36 DEL JAN 12 CPR -3,000.00 36 PRTL APRL 11 DEL 1,000.00 36 PRTL NOV 11 DEL 2,000.00 36 PRTL SEP 11 DEL 1,000.00 36 DEL FEB 12 CPR -5,000.00 37 PRTL AUG 11 DEL 4,000.00 37 PRTL DEC 11 DEL 4,000.00 37 RECD APR 11 DEL 1,000.00 37 RECD SEPT 11 CPR 1,000.00 37 DEL MAR 12 CPR -5,000.00 38 PRTL OCT 11 DEL 1,000.00 38 RECD FEB 12 CPR 5,000.00 38 RECD JAN 12 CPR 3,000.00 38 DEL APR 12 CPR -3,000.00 40 PRTL MAR 12 DEL 2,000.00 40 DEL MAY 12 CPR -1,000.00 41 PRTL APR 12 DEL 2,000.00 41 PRTL MAR 12 DEL 2,000.00 41 PRTL NOV 11 DEL 1,000.00 41 RECD OCT 11 DEL 1,000.00 41 DEL JUNE 12 CPR -5,000.00 42 PRTL NOV 11 DEL 1,000.00 42 RECD APR 12 DEL 1,000.00 42 RECD MAY 12 DEL 1,000.00 42 DEL JULY 12 CPR -2,000.00 43 PRTL JUNE 12 DEL 1,000.00 43 RECD DEC 11 DEL 1,000.00 43 DEL AUG 12 CPR -3,000.00 44 PRTL JULY 12 DEL 1,000.00 44 RECD AUG 11 DEL 1,000.00 44 RECD MAR 12 DEL 1,000.00 44 DEL SEPT 12 CPR -5,000.00 45 PRTL AUGUST 12 DEL 1,000.00 45 PRTL JUNE 12 DEL 1,000.00 45 DEL OCT 12 CPR -5,000.00 46 PRTL AUG 12 DEL 1,000.00 46 PRTL SEPT 12 DEL 2,000.00 46 DEL NOV 12 CPR -1,000.00 47 PRTL OCT 12 DEL 3,000.00 47 PRTL SEPT. 12 DEL 2,000.00 47 RECD AUG 12 DEL 1,000.00 47 RECD NOV 11 DEL 1,000.00 47 6,000.00 -8,000.00 LIQUIDATED DAMAGES 7 DAYS @ $9700/DAY -67,900.00 46 0.00 -67,900.00 TOTAL DEDUCTIONS -61,900.00 -379,142.50 PROGRAM CAS145 PAGE 1 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 LOCATION PROGRESS 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 0.500 15,000 002 TIME-RELATED OVERHEAD WDAY 4,100.0000 3,034,000.00 741.000 3,038,100 003 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 0.009 31.50 0.925 3,237 PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 5.0000 488,500.00 533.400 2,667.00 50,298.610 251,493 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 40,500.00 1.000 1,500.00 18.000 27,000 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 130,500.00 2.000 9,000.00 17.000 76,500 009 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 12.000 5,520 012 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 0.000 0 014 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 0.009 270.00 0.824 24,720 016 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 0.000 0 019 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 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.379 217,959 026 TEMPORARY RAILING (TYPE K) M 25.0000 236,250.00 7,897.060 197,426 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 92,500.00 204.000 51,000 028 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 32.000 12,160 032 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 0.000 0 035 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 11,525.910 20,746 038 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,610.00 172.337 5,170 039 REMOVE PAVEMENT MARKER EA 2.0000 306.00 471.000 942 040 REMOVE ROADSIDE SIGN EA 125.0000 6,250.00 45.000 5,625 041 REMOVE SIGN OVERLAY EA 150.0000 3,000.00 0.000 0 042 REMOVE WATER LINE M 20.0000 11,800.00 858.960 17,179 043 REMOVE BASE AND SURFACING M3 10.0000 29,200.00 4,094.610 40,946 044 RESET ROADSIDE SIGN EA 350.0000 7,000.00 1.000 350 045 RELOCATE ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 88,650.00 12,106.279 54,478 047 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 0.000 0 049 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000 PROGRAM CAS145 PAGE 3 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.904 63,280 051 ROADWAY EXCAVATION M3 5.6000 5,712,000.00 716.350 4,011.56 1,073,391.326 6,010,991 052 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 0.783 29,754.00 0.783 29,754 066 EROSION CONTROL (BIOFILTRATION) M2 4.0000 94,800.00 0.000 0 067 EROSION CONTROL (TYPE D) M2 1.7500 411,250.00 213,511.000 373,644 068 EROSION CONTROL (HYDRAULIC MATRIX) M2 1.1600 10,672.00 0.000 0 069 FIBER ROLLS M 6.5000 272,350.00 1,562.100 10,153.65 32,776.540 213,047 070 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 0.000 0 073 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0 074 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 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,500.00 368.500 9,212.50 368.500 9,212 079 200 MM CORRUGATED HIGH DENSITY M 60.0000 46,800.00 712.470 42,748 POLYETHYLENE PIPE CONDUIT 080 CLASS 4 AGGREGATE SUBBASE M3 9.0000 501,300.00 55,323.420 497,910 081 CLASS 2 AGGREGATE BASE M3 21.0000 1,785,000.00 2,421.540 50,852.34 80,497.080 1,690,438 082 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,350.0000 25,650.00 14.210 19,183 083 HOT MIX ASPHALT TONN 80.0000 7,144,000.00 30.100 2,408.00 84,406.413 6,752,513 084 PLACE HOT MIX ASPHALT DIKE M 7.0000 42,000.00 176.000 1,232.00 6,381.890 44,673 085 PLACE HOT MIX ASPHALT M2 15.5000 9,920.00 710.077 11,006 (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 2,033.157 376,134.05 29,153.334 5,393,366 088 SEAL PAVEMENT JOINT M 3.0000 200,100.00 1,754.660 5,263.98 42,764.910 128,294 089 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 2.523 1,791.33 248.937 176,745 PROGRAM CAS145 PAGE 5 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 73,624.000 865,082 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 32,305.00 73,624.000 25,768 127 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 55.240 4,419 (1.6 MM-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 12,000.00 63.250 5,060 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.780 569 (1.6 MM-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,000.00 12.630 1,136 (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 0.000 0 138 ROADSIDE SIGN-ONE POST EA 400.0000 4,000.00 12.000 4,800 (WEED CONTROL MAT RUBBER) 139 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 99.000 34,650 140 ROADSIDE SIGN - TWO POST EA 1,000.0000 30,000.00 7.000 7,000 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 3,600.00 18.000 1,620 METHOD) 142 PREPARE AND PAINT CONCRETE M2 24.0000 8,160.00 258.100 6,194 143 450 MM ALTERNATIVE PIPE CULVERT M 87.0000 96,570.00 6.096 530.35 638.362 55,537 144 600 MM ALTERNATIVE PIPE CULVERT M 102.0000 371,280.00 6.096 621.79 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 6.096 731.52 107.653 12,918 157 1200 MM ALTERNATIVE PIPE DOWNDRAIN M 280.0000 12,320.00 44.000 12,320 PROGRAM CAS145 PAGE 7 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,800.00 136.000 36,720 159 900 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 1.000 380 170 450 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 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.600 660.00 7.900 8,690 190 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 6.000 43,800 199 2450 MM PRECAST CONCRETE PIPE MANHOLE EA 49,000.0000 147,000.00 0.050 2,450.00 2.950 144,550 200 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 55.895 5,533 (BACKING NO. 1, METHOD B) 202 CONCRETE (APRON AND DITCH LINING) M3 410.0000 102,500.00 39.150 16,051.50 212.490 87,120 203 SLOPE PAVING (STAMPED CONCRETE) M2 160.0000 153,600.00 150.000 24,000.00 915.000 146,400 (F) 204 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,625.00 653.422 1,633 205 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 251,550.00 375.773 219,827 CONSTRUCTION) 206 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 171,520.00 358.090 22,917.76 2,752.169 176,138 207 MINOR CONCRETE (GORE PAVING) M3 188.0000 77,080.00 53.710 10,097.48 412.822 77,610 208 MISCELLANEOUS IRON AND STEEL KG 4.7500 80,731.00 28,985.800 137,682 (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 1,385.000 131,575 PROGRAM CAS145 PAGE 9 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,330.000 405,120 213 POLE BARRIER M 230.0000 36,800.00 153.000 35,190 214 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 14,400.00 12.000 10,800 215 DELINEATOR (CLASS 1) EA 75.0000 16,500.00 183.000 13,725 216 MILEPOST MARKER EA 100.0000 800.00 0.000 0 217 GUARD RAILING DELINEATOR EA 14.0000 2,380.00 351.000 4,914 218 OBJECT MARKER EA 30.0000 300.00 0.000 0 219 METAL BEAM GUARD RAILING M 107.0000 14,980.00 194.120 20,770 220 CHAIN LINK RAILING (TYPE 7) M 225.0000 38,025.00 159.000 35,775 (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 101,250.00 990.940 74,320 223 DOUBLE THRIE BEAM BARRIER M 123.0000 464,940.00 487.869 60,007.89 3,305.959 406,632 224 CABLE RAILING M 98.0000 40,738.60 101.400 9,937 (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 53,000.00 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 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,015.950 253,987 (F) 241 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 24,480.00 422.740 14,373 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 14,580.00 2,180.000 5,886 243 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,304.00 1,018.000 2,443 (BROKEN 3.66 M - 0.92 M) 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 660.00 0.000 0 (BROKEN 1.83 M - 0.30 M) 245 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,100.00 102.000 255 (BROKEN 5.18 M - 2.14 M) 246 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 58,800.00 44,237.000 35,389 247 PARKING BUMPER (PRECAST CONCRETE) EA 60.0000 10,200.00 0.000 0 248 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,912.00 4,635.000 5,562 249 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,800.00 4,215.000 12,645 250 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 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 0.149 8,940 254 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 0.385 10,010.00 1.000 26,000 256 LIGHTING (CITY STREET) LS 170,000.0000 170,000.00 0.550 93,500 257 LIGHTING (PARKING LOT) LS 58,000.0000 58,000.00 0.302 17,516.00 0.302 17,516 258 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.947 497,175 259 CHANGEABLE MESSAGE SIGN SYSTEM LS 19,000.0000 19,000.00 0.845 16,055 260 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 0.663 13,260 262 TRAFFIC MONITORING STATION (LOCATION 2) LS 31,000.0000 31,000.00 0.886 27,466 263 FIBER OPTIC COMMUNICATON SYSTEM LS 1,000,000.0000 1,000,000.00 0.794 794,000 264 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 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.997 87,736 267 BICYCLE PARKING RACK EA 400.0000 3,200.00 0.000 0 268 BICYCLE LOCKER EA 3,400.0000 51,000.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 12/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:51 AM ESTIMATE NO. 47 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 12/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 12/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 722,876.20 48,764,625.31 ADJUSTMENT OF COMPENSATION 0.00 1,405,999.89 EXTRA WORK 23,011.47 4,440,261.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 745,887.67 54,610,886.93 269 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 745,887.67 59,510,886.93 MATERIALS ON HAND ON SITE 217,660.26 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -61,900.00 -379,142.50 TOTAL 683,987.67 59,349,404.69 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 05/20/09 990 07/22/09 07/15/09 11/04/13 769 83 3 0 93% 100% PROGRESS IS SATISFACTORY DEYOE, MARLA RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/12