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 12/22/11 EST. NO.16 TIME 08:37 AM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0041 364.13 E.W. @ F.A.(+) 120711 N 150040 005 0003 2,807.42 E.W. @ F.A.(+) 092611 N 140120 0004 2,907.37 051911 N 140121 020 0022 2,122.83 E.W. @ F.A.(+) 110311 N 150056 0023 3,004.91 110411 N 150057 0024 2,534.73 110511 N 150058 0025 763.44 110511 N 150059 0026 529.35 101211 N 150060 0027 293.15 101311 N 150061 0028 1,859.98 110711 N 150062 0029 5,103.78 110711 N 150063 0030 3,184.15 110811 N 150064 024 0004 3,984.94 E.W. @ F.A.(+) 061311 N 143 0 0007 2,915.21 071811 N 309 0 036 0023 3,579.62 E.W. @ F.A.(+) 120611 N 150041 0024 1,669.16 120111 N 150042 0025 1,909.06 120211 N 150043 0027 1,085.19 113011 N 150045 0029 1,453.39 120111 N 150047 0031 744.66 103111 N 150049 0032 744.66 110211 N 150050 0033 744.66 110111 N 150051 040 0013 4,720.33 E.W. @ F.A.(+) 102611 N 140005 0017 2,135.83 102411 N 140009 0033 129.42 101511 N 140026 0040 137.50 102211 N 140033 0041 594.95 102011 N 140034 0068 9,074.12 110411 N 140129 0069 3,629.89 110211 N 140130 0072 4,490.06 110711 N 150000 0075 4,690.52 110811 N 150003 0076 4,008.33 110911 N 150004 0077 7,710.63 110911 N 150005 0078 8,526.29 111011 N 150006 0085 3,726.10 111811 N 150013 0088 4,521.91 112111 N 150016 0090 2,575.91 112211 N 150018 0091 8,811.97 112211 N 150019 0092 6,333.12 112311 N 150020 0098 11,830.50 120211 N 150026 0100 267.40 091311 N 150028 0101 267.40 091211 N 150029 042 0006 6,912.07 E.W. @ F.A.(+) 092811 N 130072 139,400.04 TOTAL THIS ESTIMATE 2,385,450.65 TOTAL PREVIOUS ESTIMATE 2,524,850.69 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 12/22/11 EST. NO.16 TIME 08:37 AM R.E. NAME: TOLLISON, RON 03-1A4324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/11 -2,000.00 05 PER LTR DATED 3/11 -10,000.00 06 RETURN DEDUCT 2/11 2,000.00 06 PER LTR DATED 7/2011 -7,000.00 10 PER LTR DATED 8/2011 -5,000.00 11 PER LTR DATED 9/2011 -5,000.00 12 PER LTR DATED 10/11 -5,000.00 13 RETURN DEDUCT 3/11 10,000.00 14 RETURN DEDUCT 7/11 7,000.00 14 RETURN DEDUCT 8/11 5,000.00 14 RETURN DEDUCT 10/11 5,000.00 14 PER LTR DATED 12/11 -10,000.00 16 -10,000.00 -15,000.00 TOTAL DEDUCTIONS -10,000.00 -15,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 LOCATION RERUN PROGRESS ESTIMATE 03-SUT-99-11.0/14.3 ----------------------- NEHEMIAH CONSTRUCTION INC IN SUTTER COUNTY NEAR NICOLAUS FROM 12150 TRIBUTARY PT DR. STE120 POWER LINE ROAD TO 0.1 MILE SOUTH GOLD RIVER, CA 95670 OF LAUREL AVENUE FED. AID NO. SARR-P099(529)E ,A-P099(529)E WIDEN TO FOUR LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 100.0000 75,000.00 19.000 1,900.00 233.000 23,300.00 004 TEMPORARY FENCE (TYPE ESA) LF 2.0000 24,400.00 9,951.000 19,902.00 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.026 130.00 0.311 1,555.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.0000 18,300.00 450.000 450.00 4,700.000 4,700.00 008 TEMPORARY SILT FENCE LF 3.0000 5,880.00 4,905.000 14,715.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 250.0000 2,250.00 9.000 2,250.00 010 TEMPORARY COVER SQYD 2.0000 2,400.00 4,709.660 9,419.32 011 TEMPORARY CHECK DAM LF 3.0000 2,400.00 0.000 0.00 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,750.00 3.000 750.00 3.000 750.00 013 STREET SWEEPING LS 5,000.0000 5,000.00 0.026 130.00 0.311 1,555.00 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.000 0.00 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.024 240.00 0.695 6,950.00 016 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.026 650.00 0.311 7,775.00 017 TYPE III BARRICADE EA 25.0000 3,750.00 7.000 175.00 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,880.00 146.000 292.00 146.000 292.00 019 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 35.0000 2,940.00 0.000 0.00 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 29,600.00 24,733.000 4,946.60 24,733.000 4,946.60 021 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 17,750.00 257.000 6,425.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.026 130.00 0.311 1,555.00 PROGRAM CAS145 PAGE 2 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 5.0000 115,500.00 8,564.000 42,820.00 024 TEMPORARY CRASH CUSHION MODULE EA 100.0000 48,000.00 176.000 17,600.00 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 11,540.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 026 NATURAL RESOURCE PROTECTION PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 027 CONTRACTOR SUPPLIED BIOLOGIST LS 5,000.0000 5,000.00 0.285 1,425.00 028 ABANDON CULVERT EA 1,000.0000 1,000.00 0.000 0.00 029 ABANDON WELL EA 3,000.0000 6,000.00 2.000 6,000.00 030 REMOVE CHAIN LINK FENCE LF 25.0000 1,000.00 0.000 0.00 031 REMOVE METAL BEAM GUARD RAILING LF 3.0000 9,090.00 1,896.000 5,688.00 032 REMOVE FLARED END SECTION EA 500.0000 3,000.00 6.000 3,000.00 033 REMOVE IRRIGATION FACILITY LF 5.0000 6,350.00 0.000 0.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 12,210.00 0.000 0.00 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,160.00 0.000 0.00 036 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 4,180.00 2,910.800 2,910.80 038 REMOVE OVERSIDE DRAIN EA 500.0000 3,000.00 5.000 2,500.00 039 REMOVE CULVERT LF 10.0000 7,600.00 2,006.700 20,067.00 040 REMOVE INLET EA 500.0000 1,000.00 1.000 500.00 041 REMOVE HEADWALL EA 1,000.0000 4,000.00 4.000 4,000.00 042 REMOVE DOWNDRAIN EA 1,000.0000 6,000.00 5.000 5,000.00 043 REMOVE SIPHON EA 1,000.0000 2,000.00 2.000 2,000.00 044 REMOVE WINGWALL EA 2,500.0000 2,500.00 1.000 2,500.00 045 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.2000 26,434.00 0.000 0.00 046 RESET ROADSIDE SIGN EA 100.0000 2,000.00 0.000 0.00 047 RELOCATE GATE EA 500.0000 500.00 0.000 0.00 048 RELOCATE ROADSIDE SIGN EA 150.0000 2,250.00 0.000 0.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.4000 34,520.00 28,977.000 11,590.80 PROGRAM CAS145 PAGE 3 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 051 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.824 28,840.00 052 ROADWAY EXCAVATION CY 10.0000 638,000.00 43,883.220 438,832.20 053 LEAD COMPLIANCE PLAN LS 500.0000 500.00 0.185 92.50 054 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 80,400.00 0.000 0.00 (F) 055 STRUCTURE EXCAVATION (TYPE D) CY 2,000.0000 196,000.00 98.000 196,000.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 7,100.00 0.000 0.00 (F) 057 SAND BACKFILL CY 40.0000 1,160.00 0.000 0.00 058 IMPORTED BORROW CY 15.0000 1,545,000.00 100,750.000 1,511,250.00 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 30.0000 12,300.00 0.000 0.00 060 EROSION CONTROL (BLANKET) SQYD 2.0000 820.00 0.000 0.00 061 EROSION CONTROL (DRILL SEED) SQYD 0.2000 45,200.00 31,667.000 6,333.40 062 EROSION CONTROL (TYPE D) SQYD 0.3000 22,410.00 8,711.933 2,613.58 60,211.933 18,063.58 063 FIBER ROLLS LF 1.0000 84,700.00 40,899.000 40,899.00 064 COMPOST, INCORPORATE SQYD 3.0000 23,910.00 0.000 0.00 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 3,600.00 3.000 600.00 4.000 800.00 066 CLASS 2 AGGREGATE BASE CY 24.0000 1,305,600.00 4,000.000 96,000.00 31,054.470 745,307.28 067 HOT MIX ASPHALT TON 47.0000 2,538,000.00 1,106.080 51,985.76 7,265.730 341,489.31 068 HOT MIX ASPHALT (TYPE B) TON 30.0000 27,750.00 0.000 0.00 069 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 15,200.00 0.000 0.00 070 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 459,000.00 0.000 0.00 071 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 400.0000 3,600.00 0.000 0.00 PAVEMENT INTERLAYER) 072 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 6,750.00 0.000 0.00 073 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,350.00 0.000 0.00 075 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 9,420.00 0.000 0.00 076 PLACE HOT MIX ASPHALT SQYD 60.0000 1,740.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 100.0000 11,000.00 6.220 622.00 15.270 1,527.00 078 FURNISH 48" STEEL PIPE PILING LF 600.0000 357,600.00 626.000 375,600.00 079 DRIVE 48" STEEL PIPE PILE EA 130,000.0000 520,000.00 4.000 520,000.00 080 FURNISH PILING (CLASS 140) LF 40.0000 130,320.00 1,447.000 57,880.00 (ALTERNATIVE W) 081 DRIVE PILE (CLASS 140) EA 1,000.0000 58,000.00 0.000 0.00 (ALTERNATIVE W) 082 FURNISH CAST-IN-STEEL SHELL CONCRETE LF 1,025.0000 4,728,325.00 2,531.880 2,595,177.00 PILING (NPS 90) 083 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 83,000.0000 2,490,000.00 17.150 1,423,450.00 PILING (NPS 90) 084 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.000 0.00 085 PRESTRESSING LS 450,000.0000 450,000.00 0.000 0.00 086 SEAL COURSE CONCRETE CY 1,000.0000 223,000.00 0.000 0.00 087 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 48,800.00 0.000 0.00 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 540.0000 4,220,640.00 0.000 0.00 (F) 089 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 28,000.00 0.000 0.00 (F) (TYPE EQ) 090 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 31,800.00 24.620 14,772.00 (F) 091 CLEAN EXPANSION JOINT LF 10.0000 13,230.00 0.000 0.00 092 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,000.0000 208,000.00 0.000 0.00 BULB-TEE GIRDER (90'-100') 093 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 2,208,000.00 0.000 0.00 BULB-TEE GIRDER (100'-110') 094 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 0.000 0.00 BULB-TEE GIRDER (110'-120') 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 264,000.00 0.000 0.00 BULB-TEE GIRDER (40'-50') 096 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 132,000.00 0.000 0.00 GIRDER 097 PTFE SPHERICAL BEARING EA 7,000.0000 168,000.00 0.000 0.00 098 JOINT SEAL (MR 1") LF 60.0000 5,280.00 0.000 0.00 099 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 100.0000 4,200.00 0.000 0.00 100 JOINT SEAL ASSEMBLY (MR 6") LF 100.0000 4,200.00 0.000 0.00 101 JOINT SEAL (ASPHALTIC PLUG) LF 20.0000 26,460.00 0.000 0.00 102 JOINT SEAL ASSEMBLY (MR 15") LF 500.0000 21,000.00 0.000 0.00 103 JOINT SEAL ASSEMBLY (MR 15 1/2") LF 500.0000 21,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 16 1/2") LF 500.0000 21,000.00 0.000 0.00 105 BAR REINFORCING STEEL (BRIDGE) LB 0.7200 2,331,614.88 0.000 0.00 (F) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,300.00 0.000 0.00 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 0.000 0.00 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0.00 (0.080"-FRAMED) 109 ROADSIDE SIGN (BARRIER MOUNTED) EA 250.0000 500.00 0.000 0.00 110 ROADSIDE SIGN - ONE POST EA 100.0000 3,100.00 0.000 0.00 111 ROADSIDE SIGN - TWO POST EA 200.0000 1,600.00 0.000 0.00 112 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 600.00 0.000 0.00 BARRIER 113 16" PLASTIC PIPE (IRRIGATION PIPE) LF 30.0000 15,300.00 0.000 0.00 114 18" REINFORCED CONCRETE PIPE LF 60.0000 9,600.00 0.000 0.00 115 24" REINFORCED CONCRETE PIPE LF 40.0000 28,400.00 378.900 15,156.00 116 30" REINFORCED CONCRETE PIPE LF 80.0000 2,560.00 40.000 3,200.00 117 36" REINFORCED CONCRETE PIPE LF 100.0000 8,500.00 91.500 9,150.00 118 48" REINFORCED CONCRETE PIPE LF 100.0000 21,000.00 208.400 20,840.00 119 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 2,940.00 0.000 0.00 120 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,000.00 0.000 0.00 121 24" CORRUGATED STEEL PIPE (.079" THICK) LF 30.0000 40,500.00 445.000 13,350.00 122 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 5,340.00 0.000 0.00 (.079" THICK) 123 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 60.0000 4,440.00 0.000 0.00 (.079" THICK) 124 10" CORRUGATED STEEL FLUME DOWNDRAIN LF 40.0000 12,400.00 0.000 0.00 125 10" TAPERED INLET EA 500.0000 4,500.00 0.000 0.00 126 24" DOWNDRAIN SLIP JOINT EA 500.0000 1,500.00 0.000 0.00 127 24" ANCHOR ASSEMBLY EA 500.0000 4,000.00 0.000 0.00 128 10" FLUME ANCHOR ASSEMBLY EA 100.0000 3,400.00 0.000 0.00 129 24" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 13,600.00 0.000 0.00 130 24" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 18" CONCRETE FLARED END SECTION EA 500.0000 2,000.00 0.000 0.00 132 24" CONCRETE FLARED END SECTION EA 500.0000 3,000.00 4.000 2,000.00 133 CLASS 4 CONCRETE (BACKFILL) CY 300.0000 8,400.00 38.000 11,400.00 134 ROCK SLOPE PROTECTION CY 30.0000 119,700.00 0.000 0.00 (1/4 TON, METHOD B) 135 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 50.0000 15,500.00 0.000 0.00 136 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 7,680.00 0.000 0.00 137 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,203.00 75.000 75.00 (F) 138 ISOLATION CASING LB 3.0000 133,965.00 44,655.000 133,965.00 (F) 139 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 31,662.00 0.000 0.00 (F) 140 CHAIN LINK FENCE (TYPE CL-4) LF 80.0000 4,000.00 0.000 0.00 141 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 0.000 0.00 142 HIGHWAY POST MARKER EA 50.0000 400.00 0.000 0.00 143 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 1,220.00 0.000 0.00 144 OBJECT MARKER (TYPE L-1) EA 25.0000 50.00 0.000 0.00 145 METAL BEAM GUARD RAILING (WOOD POST) LF 10.0000 29,500.00 850.000 8,500.00 146 VEGETATION CONTROL (MINOR CONCRETE) SQYD 20.0000 37,200.00 0.000 0.00 147 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 100.0000 800.00 0.000 0.00 (F) 148 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 2,000.00 0.000 0.00 149 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 4,000.00 0.000 0.00 150 TRANSITION RAILING (TYPE WB) EA 1,000.0000 7,000.00 0.000 0.00 151 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 1.000 1,000.00 152 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 2,000.00 0.000 0.00 153 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 4,000.00 0.000 0.00 154 CRASH CUSHION (ADIEM) EA 5,000.0000 10,000.00 0.000 0.00 155 CONCRETE BARRIER (TYPE 60) LF 60.0000 10,200.00 0.000 0.00 156 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 60.0000 5,520.00 0.000 0.00 157 CONCRETE BARRIER (TYPE 60C) LF 20.0000 50,600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 100.0000 4,400.00 0.000 0.00 159 CONCRETE BARRIER (TYPE 732) LF 20.0000 133,240.00 0.000 0.00 (F) 160 CONCRETE BARRIER (TYPE 732B) LF 60.0000 9,000.00 0.000 0.00 161 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 10,200.00 0.000 0.00 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,800.00 0.000 0.00 163 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,280.00 0.000 0.00 164 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 324.00 0.000 0.00 (BROKEN 12-3) 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,360.00 0.000 0.00 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 136.00 0.000 0.00 (BROKEN 17-7) 167 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 6,200.00 416.000 416.00 416.000 416.00 168 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 169 LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 170 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 08:37 AM ESTIMATE NO. 16 BID OPENING 04/07/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 12/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 161,855.94 8,799,231.79 ADJUSTMENT OF COMPENSATION 0.00 52,355.40 EXTRA WORK 139,400.04 2,472,495.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 301,255.98 11,324,082.48 171 MOBILIZATION LS 0.0000 3,000,000.00 0.950 2,850,000.00 ORIGINAL CONTRACT AMOUNT 30,436,533.88 TOTAL WORK COMPLETED 301,255.98 14,174,082.48 MATERIALS ON HAND ON SITE 2,162,983.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -15,000.00 TOTAL 291,255.98 16,322,065.85 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 07/28/10 870 01/13/11 09/21/10 01/17/14 233 78 0 0 41% 27% PROGRESS IS SATISFACTORY TOLLISON, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 12/22/11