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 08/24/12 EST. NO.43 TIME 02:11 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 --------------------------------------------------------------------------- 002 0451 1,268.89 E.W. @ F.A.(+) 122211 N 0180.0 0463 893.38 061112 N 0247.0 0464 2,372.99 041712 N 0233.0 0465 339.67 080512 N 6351.0 0465-1 -339.67 080512 N 6351.0 DAO CORRECTING ENTRY 0465-2 256.65 080512 N 6351.0 DAO CORRECTING ENTRY 0466 339.67 081212 N 6361.0 0467 339.67 081312 N 6365.0 0468 339.67 081412 N 6366.0 0469 315.62 081512 N 6375.0 009 0131 1,649.94 E.W. @ F.A.(+) 053112 N 6275.0 0132 4,448.40 073012 N 6343.0 0133 3,331.96 073112 N 6345.0 0134 3,272.34 080112 N 6346.0 0135 355.40 080212 N 6352.0 0136 233.87 080312 N 6353.0 0137 2,418.74 080712 N 6354.0 0138 3,352.13 080812 N 6359.0 0139 2,769.73 080912 N 6360.0 0140 651.93 081012 N 6363.0 0141 233.87 081412 N 6367.0 0142 175.40 081312 N 6368.0 010 0584-1 -319.16 E.W. @ F.A.(+) 080111 N 5922 0 DAO CORRECTING ENTRY 0584-2 319.16 081811 N 5922 0 DAO CORRECTING ENTRY 0609 1,777.55 042012 N 6237.0 0612 3,109.03 042312 N 6240.0 0616 3,013.42 042412 N 6244.0 0630 145.57 051112 N 0227.0 0632 517.00 042012 N 6237.1 0653 936.84 062012 N 6291.0 0654 1,509.64 062912 N 6312.0 0655 619.31 062012 N 6313.0 0656 1,246.48 062112 N 6314.0 0657 1,238.62 062212 N 6315.0 0658 44.89 051112 N 0227.1 0660 3,203.67 070212 N 6317.0 0661 935.95 071312 N 6318.0 0662 771.41 071912 N 6319.0 0663 676.10 072512 N 6342.0 0664 532.68 080112 N 6349.0 0666 1,792.25 080212 N 6355.0 0667 260.12 081012 N 6364.0 0668 729.46 042111 N 0114.1 025 0019 532.68 E.W. @ F.A.(+) 070512 N 6320.0 0020 1,352.20 080112 N 6350 0 064 0007 1,711.90 E.W. @ F.A.(+) 073112 N 6344.0 0008 652.49 080112 N 6347.0 0009 428.42 080212 N 6356.0 089 0001 356.00 E.W. @ F.A.(+) 020912 N 0207.0 0002 626.94 120511 N 0198.0 0003 127.93 010412 N 0199.0 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 08/24/12 EST. NO.43 TIME 02:11 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 --------------------------------------------------------------------------- 0005 361.47 011912 N 0202.0 0006 280.20 012012 N 0203.0 0007 139.81 012512 N 0204.0 0008 167.87 012612 N 0205.0 0009 127.33 020812 N 0206.0 101 0004 15,302.63 E.W. @ L.S.(+) 080612 N 0004 0 110 0001 343.42 E.W. @ F.A.(+) 062812 N 6306.0 0002 3,021.37 062912 N 6307.0 0003 2,795.80 070212 N 6329.0 0007 4,417.62 071112 N 6335.0 0008 4,045.00 071212 N 6336.0 0009 3,265.23 071312 N 6337.0 0011 5,402.63 071012 N 6334.0 0013 675.47 071712 N 6339.0 98,214.65 TOTAL THIS ESTIMATE 4,906,774.79 TOTAL PREVIOUS ESTIMATE 5,004,989.44 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 08/24/12 EST. NO.43 TIME 02:11 PM 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 0.00 -40,543.96 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 -10,000.00 -10,000.00 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 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 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 08/24/12 EST. NO.43 TIME 02:11 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 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 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 08/24/12 EST. NO.43 TIME 02:11 PM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -9,000.00 TOTAL DEDUCTIONS -10,000.00 -59,543.96 PROGRAM CAS145 PAGE 1 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 30,000.0000 30,000.00 0.500 15,000.00 002 TIME-RELATED OVERHEAD WDAY 4,100.0000 3,034,000.00 21.000 86,100.00 691.000 2,833,100.00 003 TEMPORARY FENCE (TYPE ESA) M 8.5000 7,310.00 213.360 1,813.56 004 CONSTRUCTION SITE MANAGEMENT LS 250,000.0000 250,000.00 0.028 7,000.00 0.919 229,750.00 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.011 38.50 0.869 3,041.50 PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 5.0000 488,500.00 213.360 1,066.80 48,599.350 242,996.75 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 40,500.00 17.000 25,500.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 130,500.00 15.000 67,500.00 009 TEMPORARY CHECK DAM M 61.0000 61,610.00 398.960 24,336.56 010 MOVE-IN/MOVE-OUT EA 420.0000 2,520.00 4.000 1,680.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 460.0000 64,400.00 5.000 2,300.00 012 STREET SWEEPING LS 60,000.0000 60,000.00 0.028 1,680.00 0.919 55,140.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.000 0.00 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 255,900.00 273,045.893 81,913.77 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.011 330.00 0.769 23,070.00 016 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.028 8,400.00 0.919 275,700.00 017 TYPE III BARRICADE EA 100.0000 3,000.00 9.000 900.00 018 BARRICADE (LEFT IN PLACE) EA 500.0000 3,000.00 0.000 0.00 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 28.0000 3,920.00 257.780 7,217.84 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7000 11,330.90 20,377.170 14,264.02 021 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 945.00 0.000 0.00 022 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,600.00 0.000 0.00 (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 40.0000 5,600.00 96.800 3,872.00 148.000 5,920.00 024 TEMPORARY PAVEMENT MARKER EA 3.5000 7,752.50 2,101.000 7,353.50 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 21,000.0000 210,000.00 0.567 11,907.00 9.487 199,227.00 026 TEMPORARY RAILING (TYPE K) M 25.0000 236,250.00 1,202.820 30,070.50 7,897.060 197,426.50 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 92,500.00 25.200 6,300.00 204.000 51,000.00 028 ABANDON CULVERT EA 970.0000 7,760.00 11.000 10,670.00 029 ABANDON INLET EA 440.0000 3,080.00 9.000 3,960.00 030 ABANDON SEWER MANHOLE EA 1,300.0000 7,800.00 4.000 5,200.00 031 ABANDON WATER LINE M 380.0000 1,140.00 32.000 12,160.00 032 ABANDON SEWER M 35.0000 13,650.00 343.990 12,039.65 033 REMOVE CHAIN LINK FENCE M 15.0000 6,750.00 1,265.320 18,979.80 034 REMOVE BARRICADE M 57.0000 798.00 0.000 0.00 035 REMOVE METAL BEAM GUARD RAILING M 15.0000 7,350.00 631.000 9,465.00 036 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 6,030.00 738.460 3,323.07 037 REMOVE TRAFFIC STRIPE M 1.8000 15,588.00 1,182.000 2,127.60 8,861.510 15,950.72 038 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,610.00 17.910 537.30 125.547 3,766.41 039 REMOVE PAVEMENT MARKER EA 2.0000 306.00 471.000 942.00 040 REMOVE ROADSIDE SIGN EA 125.0000 6,250.00 44.000 5,500.00 45.000 5,625.00 041 REMOVE SIGN OVERLAY EA 150.0000 3,000.00 0.000 0.00 042 REMOVE WATER LINE M 20.0000 11,800.00 858.960 17,179.20 043 REMOVE BASE AND SURFACING M3 10.0000 29,200.00 3,908.990 39,089.90 4,094.610 40,946.10 044 RESET ROADSIDE SIGN EA 350.0000 7,000.00 1.000 350.00 045 RELOCATE ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0.00 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.5000 88,650.00 12,106.279 54,478.26 047 REMOVE CONCRETE M3 10.0000 34,000.00 193.170 1,931.70 2,674.330 26,743.30 048 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 1,200.00 0.000 0.00 049 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 PROGRAM CAS145 PAGE 3 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.764 53,480.00 051 ROADWAY EXCAVATION M3 5.6000 5,712,000.00 18,164.000 101,718.40 1,070,028.336 5,992,158.68 052 LEAD COMPLIANCE PLAN LS 80,000.0000 80,000.00 1.000 80,000.00 053 STRUCTURE EXCAVATION (BRIDGE) M3 16.0000 112,000.00 6,940.000 111,040.00 (F) 054 STRUCTURE EXCAVATION (CRIB WALL) M3 5.5000 20,790.00 0.000 0.00 055 STRUCTURE EXCAVATION (RETAINING WALL) M3 11.0000 21,780.00 500.000 5,500.00 1,507.700 16,584.70 056 STRUCTURE BACKFILL (BRIDGE) M3 10.0000 62,800.00 6,280.000 62,800.00 (F) 057 STRUCTURE BACKFILL (CRIB WALL) M3 48.0000 470,880.00 0.000 0.00 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 4.5000 10,170.00 145.330 653.99 1,591.780 7,163.01 059 PERVIOUS BACKFILL MATERIAL (RETAINING M3 24.0000 4,320.00 100.780 2,418.72 WALL) 060 SAND BACKFILL M3 15.0000 7,800.00 601.755 9,026.33 061 LEAN CONCRETE BACKFILL M3 250.0000 53,750.00 155.000 38,750.00 (F) 062 DITCH EXCAVATION M3 4.0000 312.00 22.900 91.60 063 CLAY CAP M3 15.0000 42,600.00 10.110 151.65 2,833.110 42,496.65 064 GEOSYNTHETIC REINFORCED EMBANKMENT M2 5.5000 467,500.00 71,018.670 390,602.69 065 HIGHWAY PLANTING LS 38,000.0000 38,000.00 0.000 0.00 066 EROSION CONTROL (BIOFILTRATION) M2 4.0000 94,800.00 0.000 0.00 067 EROSION CONTROL (TYPE D) M2 1.7500 411,250.00 16,187.000 28,327.25 213,511.000 373,644.25 068 EROSION CONTROL (HYDRAULIC MATRIX) M2 1.1600 10,672.00 0.000 0.00 069 FIBER ROLLS M 6.5000 272,350.00 1,008.900 6,557.85 30,254.320 196,653.08 070 DRAINAGE INLET PROTECTION EA 115.0000 5,980.00 3.000 345.00 3.000 345.00 071 CHECK DAM M 9.0000 9,180.00 0.000 0.00 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 0.000 0.00 073 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.000 0.00 074 TRUCK WATERING LS 74,000.0000 74,000.00 0.000 0.00 075 IRRIGATION SYSTEM LS 69,000.0000 69,000.00 0.145 10,005.00 0.443 30,567.00 076 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 82,000.00 432.700 86,540.00 PROGRAM CAS145 PAGE 4 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 WATER METER EA 35,000.0000 35,000.00 2.000 70,000.00 078 IRRIGATION SLEEVE M 25.0000 13,500.00 0.000 0.00 079 200 MM CORRUGATED HIGH DENSITY M 60.0000 46,800.00 878.580 52,714.80 POLYETHYLENE PIPE CONDUIT 080 CLASS 4 AGGREGATE SUBBASE M3 9.0000 501,300.00 496.000 4,464.00 52,751.320 474,761.88 081 CLASS 2 AGGREGATE BASE M3 21.0000 1,785,000.00 1,631.000 34,251.00 76,336.770 1,603,072.17 082 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,350.0000 25,650.00 14.210 19,183.50 083 HOT MIX ASPHALT TONN 80.0000 7,144,000.00 5.450 436.00 81,463.103 6,517,048.24 084 PLACE HOT MIX ASPHALT DIKE M 7.0000 42,000.00 6,205.890 43,441.23 085 PLACE HOT MIX ASPHALT M2 15.5000 9,920.00 710.077 11,006.19 (MISCELLANEOUS AREA) 086 TACK COAT TONN 1,000.0000 130,000.00 54.930 54,930.00 087 CONCRETE PAVEMENT M3 185.0000 5,402,000.00 150.000 27,750.00 25,364.645 4,692,459.33 088 SEAL PAVEMENT JOINT M 3.0000 200,100.00 41,010.250 123,030.75 089 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 21,120.00 244.253 19,540.24 090 DRIVE STEEL PILE (HP 250 X 62) EA 2,900.0000 23,200.00 8.000 23,200.00 091 FURNISH STEEL PILING (HP 360 X 132) M 145.0000 652,500.00 4,233.964 613,924.78 092 DRIVE STEEL PILE (HP 360 X 132) EA 1,600.0000 371,200.00 232.000 371,200.00 093 FURNISH PILING (CLASS 900) M 180.0000 345,600.00 1,666.089 299,896.02 (ALTERNATIVE W) (MODIFIED) 094 DRIVE PILE (CLASS 900) EA 1,500.0000 208,500.00 139.000 208,500.00 (ALTERNATIVE W) (MODIFIED) 095 PRESTRESSING CAST-IN-PLACE CONCRETE LS 480,000.0000 480,000.00 1.000 480,000.00 096 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 650,000.00 1,625.000 650,000.00 (F) 097 STRUCTURAL CONCRETE, BRIDGE M3 585.0000 3,773,250.00 6,454.000 3,775,590.00 (F) 098 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 456,000.00 570.000 456,000.00 (F) (TYPE N) 099 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 960.0000 44,160.00 1.978 1,898.88 49.065 47,102.40 100 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 10,500.00 35.000 10,500.00 (F) 101 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 22,100.00 310.827 52,840.59 102 CLASS 1 CONCRETE (RETAINING WALL) M3 700.0000 609,000.00 617.350 432,145.00 103 MINOR CONCRETE (MINOR STRUCTURE) M3 710.0000 220,100.00 239.075 169,743.25 PROGRAM CAS145 PAGE 5 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 MINOR CONCRETE (PIPE ENCASEMENT) M3 330.0000 297,000.00 815.628 269,157.24 105 MINOR CONCRETE (SOUND WALL) M3 1,260.0000 10,080.00 7.700 9,702.00 106 FRACTURED RIB TEXTURE M2 43.0000 79,120.00 1,225.000 52,675.00 107 PREMANUFACTURED BAT HOUSE EA 700.0000 2,800.00 8.000 5,600.00 108 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 490.0000 12,250.00 0.000 0.00 109 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 560.0000 39,200.00 0.000 0.00 110 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 590.0000 259,600.00 0.000 0.00 111 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 116.0000 96,280.00 0.000 0.00 112 REINFORCED CONCRETE CRIB WALL M2 149.0000 90,890.00 0.000 0.00 (TYPE E) 113 SOUND WALL (MASONRY BLOCK) M2 500.0000 150,000.00 298.220 149,110.00 114 JOINT SEAL (MR 30 MM) M 200.0000 15,600.00 77.120 15,424.00 115 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 64,800.00 68.410 61,569.00 116 JOINT SEAL (MR 40 MM) M 230.0000 11,040.00 45.420 10,446.60 117 JOINT SEAL (MR 50 MM) M 285.0000 13,680.00 45.300 12,910.50 118 BAR REINFORCING STEEL (BRIDGE) KG 1.3000 1,431,300.00 1,101,300.000 1,431,690.00 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) KG 2.4500 77,420.00 41,731.000 102,240.95 120 HEADED BAR REINFORCEMENT EA 20.0000 2,240.00 112.000 2,240.00 (F) 121 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 30.0000 43,200.00 5,641.000 169,230.00 WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,200.00 5,641.000 28,205.00 WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 68,640.00 9,663.000 115,956.00 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 8,580.00 9,663.000 14,494.50 125 FURNISH SIGN STRUCTURE (TRUSS) KG 11.7500 1,084,525.00 73,624.000 865,082.00 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 32,305.00 73,624.000 25,768.40 127 FURNISH LAMINATED PANEL SIGN M2 130.0000 93,600.00 51.000 6,630.00 249.500 32,435.00 (25.4 MM-TYPE A) 128 FURNISH LAMINATED PANEL SIGN M2 135.0000 8,100.00 7.240 977.40 (25.4 MM-TYPE B) 129 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 24,000.00 55.240 4,419.20 (1.6 MM-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 12,000.00 63.250 5,060.00 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH SINGLE SHEET ALUMINUM SIGN M2 84.0000 8,400.00 6.780 569.52 (1.6 MM-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,000.00 12.630 1,136.70 (2.0 MM-FRAMED) 133 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 30,600.00 21.800 39,240.00 CONCRETE PILE (SIGN FOUNDATION) 134 1372 MM CAST-IN-DRILLED-HOLE M 2,600.0000 13,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 135 1524 MM CAST-IN-DRILLED-HOLE M 2,600.0000 176,800.00 65.400 170,040.00 CONCRETE PILE (SIGN FOUNDATION) 136 METAL (BARRIER MOUNTED SIGN) KG 25.0000 5,000.00 0.000 0.00 137 HABITAT RESTORATION SIGN EA 350.0000 1,400.00 0.000 0.00 138 ROADSIDE SIGN-ONE POST EA 400.0000 4,000.00 12.000 4,800.00 (WEED CONTROL MAT RUBBER) 139 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 99.000 34,650.00 140 ROADSIDE SIGN - TWO POST EA 1,000.0000 30,000.00 7.000 7,000.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 3,600.00 18.000 1,620.00 METHOD) 142 PREPARE AND PAINT CONCRETE M2 24.0000 8,160.00 258.100 6,194.40 143 450 MM ALTERNATIVE PIPE CULVERT M 87.0000 96,570.00 632.266 55,007.14 144 600 MM ALTERNATIVE PIPE CULVERT M 102.0000 371,280.00 4,116.918 419,925.64 145 750 MM ALTERNATIVE PIPE CULVERT M 140.0000 119,000.00 923.000 129,220.00 146 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 25,200.00 143.000 25,740.00 147 1050 MM ALTERNATIVE PIPE CULVERT M 220.0000 20,240.00 93.000 20,460.00 148 1200 MM ALTERNATIVE PIPE CULVERT M 110.0000 9,680.00 88.000 9,680.00 149 1500 MM ALTERNATIVE PIPE CULVERT M 530.0000 43,990.00 82.060 43,491.80 150 450 MM REINFORCED CONCRETE PIPE M 140.0000 7,840.00 47.000 6,580.00 151 600 MM REINFORCED CONCRETE PIPE M 190.0000 85,880.00 321.939 61,168.41 152 750 MM REINFORCED CONCRETE PIPE M 240.0000 57,600.00 175.000 42,000.00 153 1200 MM REINFORCED CONCRETE PIPE M 440.0000 39,160.00 88.500 38,940.00 154 200 MM PLASTIC PIPE M 120.0000 16,800.00 83.726 10,047.12 155 450 MM ALTERNATIVE PIPE DOWNDRAIN M 140.0000 1,260.00 15.000 2,100.00 156 600 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 11,400.00 101.557 12,186.84 157 1200 MM ALTERNATIVE PIPE DOWNDRAIN M 280.0000 12,320.00 44.000 12,320.00 PROGRAM CAS145 PAGE 7 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 GRATED LINE DRAIN M 270.0000 37,800.00 130.000 35,100.00 159 900 MM CORRUGATED STEEL PIPE RISER M 630.0000 2,016.00 0.000 0.00 (2.77 MM THICK) 160 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 184,300.00 191.696 364,222.40 (10 MM) 161 1850 MM WELDED STEEL PIPE CASING M 1,900.0000 323,000.00 69.950 132,905.00 (21 MM) 162 1500 MM WELDED STEEL CASING M 1,350.0000 256,500.00 193.406 261,098.10 163 ANODES AND TEST STATIONS EA 480.0000 5,280.00 15.000 7,200.00 164 300 MM CEMENT MORTAR LINED AND TAPE M 400.0000 480,000.00 1,170.895 468,358.00 COATED WATER LINE 165 400 MM CEMENT MORTAR LINED AND TAPE M 2,000.0000 124,000.00 52.713 105,426.00 COATED WATER LINE 166 600 MM CEMENT MORTAR LINED AND TAPE M 680.0000 367,200.00 545.610 371,014.80 COATED WATER LINE 167 50 MM TYPE K COPPER PIPE M 120.0000 2,160.00 19.200 2,304.00 168 600 MM CONCRETE FLARED END SECTION EA 350.0000 1,400.00 4.000 1,400.00 169 750 MM CONCRETE FLARED END SECTION EA 380.0000 380.00 1.000 380.00 170 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 171 600 MM ALTERNATIVE FLARED END SECTION EA 330.0000 2,640.00 5.000 1,650.00 172 750 MM ALTERNATIVE FLARED END SECTION EA 470.0000 470.00 1.000 470.00 173 300 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,400.0000 1,400.00 1.000 1,400.00 BYPASS 174 300 MM GATE VALVE EA 1,500.0000 12,000.00 6.800 10,200.00 175 400 MM BUTTERFLY VALVE, CLASS 250 WITH EA 1,600.0000 14,400.00 9.000 14,400.00 BYPASS 176 150 MM BLOW OFF ASSEMBLY EA 2,700.0000 5,400.00 2.000 5,400.00 177 50 MM BLOW OFF ASSEMBLY EA 1,300.0000 3,900.00 2.000 2,600.00 178 25 MM WATER TEST STATION ASSEMBLY EA 1,200.0000 1,200.00 1.000 1,200.00 179 50 MM WATER SERVICE EA 1,900.0000 1,900.00 1.000 1,900.00 180 600 MM BUTTERFLY VALVE, CLASS 250 EA 4,300.0000 12,900.00 3.000 12,900.00 181 50 MM COMBINATION AIR RELEASE AND AIR EA 1,600.0000 6,400.00 1.000 1,600.00 VACUUM VALVE 182 150 MM COMBINATION AIR RELEASE AND AIR EA 2,900.0000 2,900.00 1.000 2,900.00 VACUUM VALVE 183 100 MM COMBINATION AIR RELEASE AND AIR EA 2,300.0000 2,300.00 0.000 0.00 VACUUM VALVE 184 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 5,610.00 19.010 9,695.10 PROGRAM CAS145 PAGE 8 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1500 MM PRECAST CONCRETE PIPE MANHOLE EA 62,000.0000 124,000.00 2.000 124,000.00 186 900 MM REINFORCED CONCRETE PIPE RISER M 510.0000 17,340.00 24.047 12,263.97 187 900 MM PRECAST CONCRETE PIPE INLET M 510.0000 4,590.00 7.690 3,921.90 (MODIFIED) 188 1050 MM VITRIFIED CLAY SEWER PIPE M 1,500.0000 375,000.00 169.022 253,533.00 189 CATHODIC PROTECTION TEST STATION EA 1,100.0000 4,400.00 7.000 7,700.00 190 80 MM POLYVINYL CHLORIDE PIPE M 38.0000 25,080.00 397.034 15,087.29 191 400 MM POLYVINYL CHLORIDE WATER, M 170.0000 51,000.00 296.711 50,440.87 CLASS 150 (T) 192 600 MM POLYVINYL CHLORIDE FORCE MAIN M 170.0000 16,490.00 89.311 15,182.87 193 300 MM FLEXIBLE EXPANSION JOINT WITH EA 3,100.0000 12,400.00 8.000 24,800.00 MECHANICAL JOINT ENDS 194 450 MM SEWER PIPE M 1,450.0000 696,000.00 482.300 699,335.00 195 150 MM POLYVINYL CHLORIDE WATER PIPE, M 94.0000 658.00 0.000 0.00 CLASS 200 (C900, DR14) 196 400 MM POLYVINYL CHLORIDE DR 25 FORCE M 460.0000 55,200.00 112.474 51,738.04 MAIN 197 250 MM POLYVINYL CHLORIDE SEWER PIPE M 2,100.0000 44,100.00 18.772 39,421.20 198 SEWER MANHOLE FRAME AND COVER EA 7,300.0000 36,500.00 6.000 43,800.00 199 2450 MM PRECAST CONCRETE PIPE MANHOLE EA 49,000.0000 147,000.00 2.000 98,000.00 200 ROCK SLOPE PROTECTION M3 84.0000 23,520.00 326.456 27,422.30 (FACING, METHOD B) 201 ROCK SLOPE PROTECTION M3 99.0000 3,267.00 72.095 7,137.41 (BACKING NO. 1, METHOD B) 202 CONCRETE (APRON AND DITCH LINING) M3 410.0000 102,500.00 0.676 277.16 166.042 68,077.22 203 SLOPE PAVING (STAMPED CONCRETE) M2 160.0000 153,600.00 100.000 16,000.00 515.000 82,400.00 (F) 204 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,625.00 600.622 1,501.56 205 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 251,550.00 375.773 219,827.21 CONSTRUCTION) 206 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 171,520.00 2,394.079 153,221.06 2,394.079 153,221.06 207 MINOR CONCRETE (GORE PAVING) M3 188.0000 77,080.00 359.112 67,513.06 208 MISCELLANEOUS IRON AND STEEL KG 4.7500 80,731.00 13,675.000 64,956.25 15,350.000 72,912.50 (F) 209 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 13,200.00 1,650.000 13,200.00 (F) 210 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 61,000.00 6,100.000 61,000.00 (F) 211 WILDLIFE FENCE M 95.0000 178,600.00 1,385.000 131,575.00 PROGRAM CAS145 PAGE 9 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK FENCE (TYPE CL-1.8) M 64.0000 492,160.00 6,330.000 405,120.00 213 POLE BARRIER M 230.0000 36,800.00 153.000 35,190.00 214 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 14,400.00 12.000 10,800.00 215 DELINEATOR (CLASS 1) EA 75.0000 16,500.00 183.000 13,725.00 183.000 13,725.00 216 MILEPOST MARKER EA 100.0000 800.00 0.000 0.00 217 GUARD RAILING DELINEATOR EA 14.0000 2,380.00 351.000 4,914.00 218 OBJECT MARKER EA 30.0000 300.00 0.000 0.00 219 METAL BEAM GUARD RAILING M 107.0000 14,980.00 194.120 20,770.84 220 CHAIN LINK RAILING (TYPE 7) M 225.0000 38,025.00 12.000 2,700.00 159.000 35,775.00 (F) 221 CONCRETE BARRIER (TYPE 26 MODIFIED) M 715.0000 120,835.00 169.000 120,835.00 (F) 222 SINGLE THRIE BEAM BARRIER M 75.0000 101,250.00 990.940 74,320.50 223 DOUBLE THRIE BEAM BARRIER M 123.0000 464,940.00 2,818.090 346,625.07 224 CABLE RAILING M 98.0000 40,738.60 28.000 2,744.00 (F) 225 TRANSITION RAILING (TYPE WB) EA 3,500.0000 35,000.00 10.000 35,000.00 226 TRANSITION RAILING (TYPE DTB) EA 3,600.0000 14,400.00 4.000 14,400.00 227 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 9.000 7,200.00 228 RETURN CAP (TYPE TA) EA 220.0000 440.00 2.000 440.00 229 END ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 3,000.00 2.000 3,000.00 230 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 23,000.00 15.000 34,500.00 231 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 0.000 0.00 232 CRASH CUSHION (TYPE CAT) BACKUP EA 700.0000 700.00 0.000 0.00 233 CRASH CUSHION (REACT 9CBB) EA 53,000.0000 53,000.00 0.000 0.00 234 CONCRETE BARRIER (TYPE 60C) M 420.0000 71,400.00 0.000 0.00 235 CONCRETE BARRIER (TYPE 60D) M 250.0000 17,750.00 0.000 0.00 236 CONCRETE BARRIER (TYPE 80) M 540.0000 199,260.00 37.000 19,980.00 369.000 199,260.00 (F) 237 CONCRETE BARRIER (TYPE 736) M 380.0000 52,820.00 139.000 52,820.00 (F) 238 CONCRETE BARRIER (TYPE 736 MODIFIED) M 280.0000 49,000.00 175.000 49,000.00 (F) PROGRAM CAS145 PAGE 10 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736A) (MOD) M 250.0000 70,000.00 280.700 70,175.00 240 CONCRETE BARRIER (TYPE 736B) M 250.0000 259,750.00 1,015.950 253,987.50 (F) 241 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 24,480.00 357.130 12,142.42 407.330 13,849.22 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 14,580.00 2,180.000 5,886.00 2,180.000 5,886.00 243 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,304.00 1,018.000 2,443.20 1,018.000 2,443.20 (BROKEN 3.66 M - 0.92 M) 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 660.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 245 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 1,100.00 102.000 255.00 102.000 255.00 (BROKEN 5.18 M - 2.14 M) 246 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 58,800.00 11,815.000 9,452.00 44,237.000 35,389.60 247 PARKING BUMPER (PRECAST CONCRETE) EA 60.0000 10,200.00 0.000 0.00 248 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 6,912.00 740.000 888.00 4,635.000 5,562.00 249 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,800.00 1,242.000 3,726.00 4,215.000 12,645.00 250 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 251 SIGNAL AND LIGHTING (LOCATION 1) LS 145,000.0000 145,000.00 0.040 5,800.00 1.000 145,000.00 252 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.041 5,945.00 1.000 145,000.00 253 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.149 8,940.00 254 SIGNAL AND LIGHTING (LOCATION 4) LS 26,000.0000 26,000.00 1.000 26,000.00 255 SIGNAL AND LIGHTING (LOCATION 5) LS 26,000.0000 26,000.00 0.615 15,990.00 256 LIGHTING (CITY STREET) LS 170,000.0000 170,000.00 0.550 93,500.00 257 LIGHTING (PARKING LOT) LS 58,000.0000 58,000.00 0.000 0.00 258 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.237 124,425.00 0.947 497,175.00 259 CHANGEABLE MESSAGE SIGN SYSTEM LS 19,000.0000 19,000.00 0.186 3,534.00 0.845 16,055.00 260 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 9,000.00 200.000 9,000.00 (F) 261 TRAFFIC MONITORING STATION (LOCATION 1) LS 20,000.0000 20,000.00 0.001 20.00 0.663 13,260.00 262 TRAFFIC MONITORING STATION (LOCATION 2) LS 31,000.0000 31,000.00 0.166 5,146.00 0.886 27,466.00 263 FIBER OPTIC COMMUNICATON SYSTEM LS 0.0000 1,000,000.00 0.006 6,000.00 0.794 794,000.00 264 RAMP METERING SYSTEM (LOCATION 1) LS 72,000.0000 72,000.00 0.183 13,176.00 1.000 72,000.00 265 RAMP METERING SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 0.443 31,010.00 1.000 70,000.00 PROGRAM CAS145 PAGE 11 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 RAMP METERING SYSTEM (LOCATION 3) LS 88,000.0000 88,000.00 0.288 25,344.00 0.997 87,736.00 267 BICYCLE PARKING RACK EA 400.0000 3,200.00 0.000 0.00 268 BICYCLE LOCKER EA 3,400.0000 51,000.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 08/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 02:11 PM ESTIMATE NO. 43 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 08/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 08/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 960,692.41 46,361,420.74 ADJUSTMENT OF COMPENSATION 0.00 1,220,821.74 EXTRA WORK 98,214.65 3,784,167.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,058,907.06 51,366,410.18 269 MOBILIZATION LS 900,000.0000 4,900,000.00 1.000 4,900,000.00 ORIGINAL CONTRACT AMOUNT 57,095,736.00 TOTAL WORK COMPLETED 1,058,907.06 56,266,410.18 MATERIALS ON HAND ON SITE 244,900.64 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -59,543.96 TOTAL 1,048,907.06 56,451,766.86 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 10/30/13 673 80 0 0 89% 91% PROGRESS IS SATISFACTORY DEYOE, MARLA RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/12