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 04/25/12 EST. NO.38 TIME 08:19 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 --------------------------------------------------------------------------- 002 0444 122.79 E.W. @ F.A.(+) 030112 N 6203.1 0445 1,070.32 031512 N 6213.0 0446 409.01 033012 N 6226.0 0447 697.84 100211 N 0176.0 0448 114.74 101811 N 0177.0 0449 454.89 110911 N 0178.0 0450 620.88 120911 N 0179.0 0452 247.54 011012 N 0182.0 0454 493.76 031212 N 0187.0 0455 493.76 031312 N 0188.0 0456 132.50 031612 N 0189.0 0457 132.50 032112 N 0190.0 0458 493.76 030712 N 0185.0 0459 493.76 030812 N 0186.0 006 0008 1,112.50 E.W. @ F.A.(+) 102711 N 0163.0 0011 350.00 021512 N 0175.0 008 0015 2,500.00 E.W. @ F.A.(+) 020112 N 0164.0 0016 250.00 101411 N 0165.0 0017 1,238.52 090211 N 0166.0 0018 250.00 110611 N 0167.0 0019 2,250.00 082411 N 0168.0 0021 2,250.00 122810 N 0170.0 0022 2,250.00 060811 N 0171.0 009 0125 400.08 E.W. @ F.A.(+) 031312 N 6210.2 0126 266.71 031412 N 6211.2 0127 1,207.97 032112 N 6216.0 0129 319.67 032612 N 6218.0 010 0578 998.21 E.W. @ F.A.(+) 012012 N 6155.0 0595 40.66 020712 N 6172.1 0599 260.99 030212 N 6205.0 0600 404.97 030112 N 6201.1 0601 677.93 022912 N 6202.1 0602 288.81 031312 N 6212.0 0603 935.03 032112 N 6215.0 0604 99.23 033012 N 6225.0 0605 435.41 010512 N 0181.0 016 0001 -44,190.00 A.C. @ U.P.(-) 042012 N 0001 0 017 0085 3,393.73 E.W. @ F.A.(+) 081611 N 5946.1 0088 66.00 010512 N 6112.1 059 0001 11,746.03 A.C. @ L.S.(+) 041112 N 0001 0 064 0006 1,892.00 E.W. @ F.A.(+) 020911 N 5728.2 088 0007 211.68 E.W. @ F.A.(+) 103111 N 6027.1 -2,115.82 TOTAL THIS ESTIMATE 3,935,914.71 TOTAL PREVIOUS ESTIMATE 3,933,798.89 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 04/25/12 EST. NO.38 TIME 08:19 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 -7,060.00 -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 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 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 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 04/25/12 EST. NO.38 TIME 08:19 AM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 DEL DEC 11 CPR -7,000.00 34 PRTL DEC 11 DEL 2,000.00 36 DEL JAN 12 CPR -3,000.00 36 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 04/25/12 EST. NO.38 TIME 08:19 AM R.E. NAME: DEYOE, MARLA 11-288804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 4,000.00 -11,000.00 TOTAL DEDUCTIONS -3,060.00 -51,543.96 PROGRAM CAS145 PAGE 1 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 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 17.000 69,700.00 613.000 2,513,300.00 003 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 0.022 5,500.00 0.814 203,500.00 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.009 31.50 0.827 2,894.50 PREVENTION PLAN 006 TEMPORARY FIBER ROLL M 5.0000 488,500.00 47,608.750 238,043.75 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 40,500.00 9.000 13,500.00 008 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 0.022 1,320.00 0.814 48,840.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,000.0000 3,000.00 0.000 0.00 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 255,900.00 265,613.893 79,684.17 015 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.009 270.00 0.727 21,810.00 016 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.022 6,600.00 0.814 244,200.00 017 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 19,792.170 13,854.52 021 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 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 51.200 2,048.00 024 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 0.216 4,536.00 8.149 171,129.00 026 TEMPORARY RAILING (TYPE K) M 25.0000 236,250.00 4,665.240 116,631.00 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 92,500.00 164.800 41,200.00 028 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 7,679.510 13,823.12 038 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 2,610.00 107.637 3,229.11 039 REMOVE PAVEMENT MARKER EA 2.0000 306.00 471.000 942.00 040 REMOVE ROADSIDE SIGN EA 125.0000 6,250.00 1.000 125.00 041 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 29,200.00 185.620 1,856.20 044 RESET ROADSIDE SIGN EA 350.0000 7,000.00 0.000 0.00 045 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 2,481.160 24,811.60 048 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 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,894.225 21,807.66 1,051,552.336 5,888,693.08 052 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 1,007.700 11,084.70 056 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 1,446.450 6,509.03 059 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 2,823.000 42,345.00 064 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 0.000 0.00 068 EROSION CONTROL (HYDRAULIC MATRIX) M2 1.1600 10,672.00 0.000 0.00 069 FIBER ROLLS M 6.5000 272,350.00 4,462.270 29,004.76 12,631.640 82,105.66 070 DRAINAGE INLET PROTECTION EA 115.0000 5,980.00 0.000 0.00 071 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 0.000 0.00 076 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 82,000.00 432.700 86,540.00 PROGRAM CAS145 PAGE 4 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 46,800.00 604.580 36,274.80 POLYETHYLENE PIPE CONDUIT 080 CLASS 4 AGGREGATE SUBBASE M3 9.0000 501,300.00 52,255.320 470,297.88 081 CLASS 2 AGGREGATE BASE M3 21.0000 1,785,000.00 2,162.410 45,410.61 74,057.740 1,555,212.54 082 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,350.0000 25,650.00 0.000 0.00 083 HOT MIX ASPHALT TONN 80.0000 7,144,000.00 11,139.500 891,160.00 69,072.363 5,525,789.04 084 PLACE HOT MIX ASPHALT DIKE M 7.0000 42,000.00 1,358.120 9,506.84 085 PLACE HOT MIX ASPHALT M2 15.5000 9,920.00 617.890 9,577.30 (MISCELLANEOUS AREA) 086 TACK COAT TONN 1,000.0000 130,000.00 8.660 8,660.00 43.950 43,950.00 087 CONCRETE PAVEMENT M3 185.0000 5,402,000.00 7,925.649 1,466,245.07 25,214.645 4,664,709.33 088 SEAL PAVEMENT JOINT M 3.0000 200,100.00 679.250 2,037.75 089 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 47.087 45,203.52 100 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 4.471 760.07 310.827 52,840.59 102 CLASS 1 CONCRETE (RETAINING WALL) M3 700.0000 609,000.00 8.340 5,838.00 617.350 432,145.00 103 MINOR CONCRETE (MINOR STRUCTURE) M3 710.0000 220,100.00 1.537 1,091.27 211.883 150,436.93 PROGRAM CAS145 PAGE 5 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 106 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 0.000 0.00 108 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 0.000 0.00 114 JOINT SEAL (MR 30 MM) M 200.0000 15,600.00 35.390 7,078.00 115 JOINT SEAL ASSEMBLY (MR 70 MM) M 900.0000 64,800.00 0.000 0.00 116 JOINT SEAL (MR 40 MM) M 230.0000 11,040.00 0.000 0.00 117 JOINT SEAL (MR 50 MM) M 285.0000 13,680.00 0.000 0.00 118 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 0.000 0.00 WITH WALKWAY) 122 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 5.0000 7,200.00 0.000 0.00 WITH WALKWAY) 123 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 68,640.00 1,574.000 18,888.00 124 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 8,580.00 0.000 0.00 125 FURNISH SIGN STRUCTURE (TRUSS) KG 11.7500 1,084,525.00 7,557.000 88,794.75 126 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3500 32,305.00 1,679.340 587.77 127 FURNISH LAMINATED PANEL SIGN M2 130.0000 93,600.00 0.000 0.00 (25.4 MM-TYPE A) 128 FURNISH LAMINATED PANEL SIGN M2 135.0000 8,100.00 0.000 0.00 (25.4 MM-TYPE B) 129 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 24,000.00 0.000 0.00 (1.6 MM-UNFRAMED) 130 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 12,000.00 0.000 0.00 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 6 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (1.6 MM-FRAMED) 132 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,000.00 0.000 0.00 (2.0 MM-FRAMED) 133 920 MM CAST-IN-DRILLED-HOLE M 1,800.0000 30,600.00 0.000 0.00 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 14.000 36,400.00 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 0.000 0.00 (WEED CONTROL MAT RUBBER) 139 ROADSIDE SIGN - ONE POST EA 350.0000 70,000.00 0.000 0.00 140 ROADSIDE SIGN - TWO POST EA 1,000.0000 30,000.00 0.000 0.00 141 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 90.0000 3,600.00 0.000 0.00 METHOD) 142 PREPARE AND PAINT CONCRETE M2 24.0000 8,160.00 0.000 0.00 143 450 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 23.000 3,220.00 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 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 159 900 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 1.550 790.50 19.010 9,695.10 PROGRAM CAS145 PAGE 8 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.900 117,800.00 186 900 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 1.400 714.00 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 5.500 6,050.00 190 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 5.700 41,610.00 199 2450 MM PRECAST CONCRETE PIPE MANHOLE EA 49,000.0000 147,000.00 1.900 93,100.00 200 ROCK SLOPE PROTECTION M3 84.0000 23,520.00 24.276 2,039.18 326.456 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 76.616 31,412.56 146.313 59,988.33 203 SLOPE PAVING (STAMPED CONCRETE) M2 160.0000 153,600.00 0.000 0.00 (F) 204 ROCK SLOPE PROTECTION FABRIC M2 2.5000 1,625.00 43.852 109.63 600.622 1,501.56 205 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 251,550.00 90.819 53,129.12 248.735 145,509.98 CONSTRUCTION) 206 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 171,520.00 0.000 0.00 207 MINOR CONCRETE (GORE PAVING) M3 188.0000 77,080.00 0.000 0.00 208 MISCELLANEOUS IRON AND STEEL KG 4.7500 80,731.00 1,675.000 7,956.25 (F) 209 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 13,200.00 0.000 0.00 (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 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,419.000 282,816.00 4,419.000 282,816.00 213 POLE BARRIER M 230.0000 36,800.00 0.000 0.00 214 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 14,400.00 0.000 0.00 215 DELINEATOR (CLASS 1) EA 75.0000 16,500.00 0.000 0.00 216 MILEPOST MARKER EA 100.0000 800.00 0.000 0.00 217 GUARD RAILING DELINEATOR EA 14.0000 2,380.00 0.000 0.00 218 OBJECT MARKER EA 30.0000 300.00 0.000 0.00 219 METAL BEAM GUARD RAILING M 107.0000 14,980.00 0.000 0.00 220 CHAIN LINK RAILING (TYPE 7) M 225.0000 38,025.00 -22.000 -4,950.00 147.000 33,075.00 (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 0.000 0.00 223 DOUBLE THRIE BEAM BARRIER M 123.0000 464,940.00 0.000 0.00 224 CABLE RAILING M 98.0000 40,738.60 0.000 0.00 (F) 225 TRANSITION RAILING (TYPE WB) EA 3,500.0000 35,000.00 0.000 0.00 226 TRANSITION RAILING (TYPE DTB) EA 3,600.0000 14,400.00 0.000 0.00 227 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 3,200.00 0.000 0.00 228 RETURN CAP (TYPE TA) EA 220.0000 440.00 0.000 0.00 229 END ANCHOR ASSEMBLY (TYPE CA) EA 1,500.0000 3,000.00 0.000 0.00 230 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 23,000.00 0.000 0.00 231 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 199,260.00 332.000 179,280.00 (F) 237 CONCRETE BARRIER (TYPE 736) M 380.0000 52,820.00 105.000 39,900.00 (F) 238 CONCRETE BARRIER (TYPE 736 MODIFIED) M 280.0000 49,000.00 175.000 49,000.00 (F) PROGRAM CAS145 PAGE 10 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 240 CONCRETE BARRIER (TYPE 736B) M 250.0000 259,750.00 20.750 5,187.50 205.750 51,437.50 (F) 241 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 24,480.00 26.800 911.20 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 14,580.00 0.000 0.00 243 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 2,304.00 0.000 0.00 (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 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 246 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 58,800.00 4,056.000 3,244.80 247 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 0.000 0.00 249 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 10,800.00 510.000 1,530.00 250 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 0.465 67,425.00 252 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.486 70,470.00 253 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 0.385 10,010.00 256 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 0.553 290,325.00 259 CHANGEABLE MESSAGE SIGN SYSTEM LS 19,000.0000 19,000.00 0.032 608.00 0.360 6,840.00 260 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 0.300 6,000.00 262 TRAFFIC MONITORING STATION (LOCATION 2) LS 31,000.0000 31,000.00 0.050 1,550.00 0.198 6,138.00 263 FIBER OPTIC COMMUNICATON SYSTEM LS 0.0000 1,000,000.00 0.594 594,000.00 264 RAMP METERING SYSTEM (LOCATION 1) LS 72,000.0000 72,000.00 0.251 18,072.00 265 RAMP METERING SYSTEM (LOCATION 2) LS 70,000.0000 70,000.00 0.274 19,180.00 PROGRAM CAS145 PAGE 11 DATE 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.009 792.00 0.270 23,760.00 267 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 04/25/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288804 TIME 08:19 AM ESTIMATE NO. 38 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 04/20/12 R.E. NAME: DEYOE, MARLA DATE OF THIS ESTIMATE 04/25/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,935,353.43 39,698,829.31 ADJUSTMENT OF COMPENSATION -32,443.97 482,845.57 EXTRA WORK 30,328.15 3,450,953.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,933,237.61 43,632,628.20 269 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 2,933,237.61 48,532,628.20 MATERIALS ON HAND ON SITE 494,177.15 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,060.00 -51,543.96 TOTAL 2,930,177.61 48,975,261.39 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 10/29/13 612 77 0 0 79% 83% PROGRESS IS SATISFACTORY DEYOE, MARLA RESIDENT ENGINEER PROGRAM CAS145 DATE 04/25/12