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 06/23/11 EST. NO.09 TIME 09:42 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 --------------------------------------------------------------------------- 003 0034 291.81 E.W. @ F.A.(+) 052411 N 88 0 0035 72.96 052711 N 89 0 0036 72.96 051611 N 90 0 0037 291.81 051811 N 91 0 0038 145.90 052011 N 92 0 0039 583.61 060311 N 114 0 008 0018 5,378.29 E.W. @ F.A.(+) 042511 N 104 0 0019 3,233.12 041911 N 105 0 011 0029 54.91 E.W. @ F.A.(+) 051111 N 83.1 0 0030 54.91 051311 N 82.1 0 0031 54.91 050911 N 81.1 0 0032 34.32 041411 N 37.1 0 0033 54.91 042011 N 34.1 0 0034 54.91 041311 N 40.1 0 0035 54.91 041111 N 41.1 0 0036 54.91 050211 N 64.1 0 0037 54.91 041811 N 69.1 0 0038 54.91 050611 N 35.1 0 0039 41.18 041511 N 42.1 0 0040 54.91 042511 N 60.1 0 0041 54.91 042911 N 61.1 0 0042 54.91 042711 N 59.1 0 0043 54.91 040411 N 25.1 0 0044 54.91 042211 N 36.1 0 0045 1,427.70 052311 N 102 0 0046 1,357.80 051811 N 106 0 0047 2,433.67 052511 N 107 0 0048 1,287.91 052011 N 108 0 0049 1,287.91 051611 N 109 0 0050 1,287.91 053111 N 110 0 0051 1,287.91 052711 N 111 0 0052 1,067.48 060111 N 112 0 0053 1,357.80 060311 N 113 0 0054 553.44 041111 N 115 0 0055 1,502.19 041311 N 118 0 0056 1,660.32 041411 N 119 0 0057 1,660.32 042211 N 120 0 0058 632.50 042511 N 121 0 0059 1,660.32 042711 N 122 0 0060 1,660.32 042911 N 123 0 0063 1,660.32 051111 N 126 0 0064 1,502.19 051311 N 127 0 0065 632.50 051611 N 128 0 0066 1,502.19 051811 N 129 0 017 0001 1,608.59 E.W. @ F.A.(+) 052011 N 96 0 0002 6,816.31 051311 N 100 0 0003 4,268.21 051011 N 94 0 0004 3,711.06 051911 N 97 0 0005 3,722.87 051611 N 98 0 0006 3,531.69 051811 N 99 0 0007 9,717.66 051111 N 95 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 06/23/11 EST. NO.09 TIME 09:42 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 --------------------------------------------------------------------------- 0008 10,252.31 060211 N 103 0 0009 7,847.43 051211 N 101 0 0011 307.07 051211 N 101.10 018 0001 477.35 E.W. @ F.A.(+) 052611 N 106 0 019 0001 608.98 E.W. @ F.A.(+) 041811 N 116 0 91,206.93 TOTAL THIS ESTIMATE 161,633.02 TOTAL PREVIOUS ESTIMATE 252,839.95 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 06/23/11 EST. NO.09 TIME 09:42 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.050 500.00 0.250 2,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 4,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 100.0000 75,000.00 18.000 1,800.00 122.000 12,200.00 04 TEMPORARY FENCE (TYPE ESA) LF 2.0000 24,400.00 7,150.000 14,300.00 05 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.163 815.00 0.163 815.00 06 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL LF 1.0000 18,300.00 170.000 170.00 1,830.000 1,830.00 08 TEMPORARY SILT FENCE LF 3.0000 5,880.00 3,350.000 10,050.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 250.0000 2,250.00 4.000 1,000.00 6.000 1,500.00 10 TEMPORARY COVER SQYD 2.0000 2,400.00 150.000 300.00 1,209.660 2,419.32 11 TEMPORARY CHECK DAM LF 3.0000 2,400.00 0.000 0.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,750.00 0.000 0.00 13 STREET SWEEPING LS 5,000.0000 5,000.00 0.163 815.00 0.163 815.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.600 6,000.00 16 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 17 TYPE III BARRICADE EA 25.0000 3,750.00 7.000 175.00 7.000 175.00 18 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,880.00 0.000 0.00 19 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 35.0000 2,940.00 0.000 0.00 20 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 29,600.00 0.000 0.00 21 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 17,750.00 25.000 625.00 211.000 5,275.00 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.163 815.00 0.163 815.00 PROGRAM CAS145 PAGE 2 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 5.0000 115,500.00 3,660.000 18,300.00 24 TEMPORARY CRASH CUSHION MODULE EA 100.0000 48,000.00 56.000 5,600.00 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.2000 11,540.00 0.000 0.00 STRIPE (HAZARDOUS WASTE) 26 NATURAL RESOURCE PROTECTION PLAN LS 25,000.0000 25,000.00 0.650 16,250.00 0.900 22,500.00 27 CONTRACTOR SUPPLIED BIOLOGIST LS 5,000.0000 5,000.00 0.054 270.00 0.163 815.00 28 ABANDON CULVERT EA 1,000.0000 1,000.00 0.000 0.00 29 ABANDON WELL EA 3,000.0000 6,000.00 2.000 6,000.00 2.000 6,000.00 30 REMOVE CHAIN LINK FENCE LF 25.0000 1,000.00 0.000 0.00 31 REMOVE METAL BEAM GUARD RAILING LF 3.0000 9,090.00 0.000 0.00 32 REMOVE FLARED END SECTION EA 500.0000 3,000.00 4.000 2,000.00 4.000 2,000.00 33 REMOVE IRRIGATION FACILITY LF 5.0000 6,350.00 0.000 0.00 34 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 12,210.00 0.000 0.00 35 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 4,160.00 0.000 0.00 36 REMOVE ROADSIDE SIGN EA 100.0000 1,600.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 4,180.00 0.000 0.00 38 REMOVE OVERSIDE DRAIN EA 500.0000 3,000.00 0.000 0.00 39 REMOVE CULVERT LF 10.0000 7,600.00 186.600 1,866.00 235.000 2,350.00 40 REMOVE INLET EA 500.0000 1,000.00 1.000 500.00 1.000 500.00 41 REMOVE HEADWALL EA 1,000.0000 4,000.00 1.000 1,000.00 1.000 1,000.00 42 REMOVE DOWNDRAIN EA 1,000.0000 6,000.00 0.000 0.00 43 REMOVE SIPHON EA 1,000.0000 2,000.00 0.000 0.00 44 REMOVE WINGWALL EA 2,500.0000 2,500.00 0.000 0.00 45 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.2000 26,434.00 0.000 0.00 46 RESET ROADSIDE SIGN EA 100.0000 2,000.00 0.000 0.00 47 RELOCATE GATE EA 500.0000 500.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 150.0000 2,250.00 0.000 0.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.4000 34,520.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 51 CLEARING AND GRUBBING LS 35,000.0000 35,000.00 0.626 21,910.00 52 ROADWAY EXCAVATION CY 10.0000 638,000.00 4,271.200 42,712.00 4,271.200 42,712.00 53 LEAD COMPLIANCE PLAN LS 500.0000 500.00 0.163 81.50 0.163 81.50 54 STRUCTURE EXCAVATION (BRIDGE) CY 120.0000 80,400.00 0.000 0.00 F) 55 STRUCTURE EXCAVATION (TYPE D) CY 2,000.0000 196,000.00 98.000 196,000.00 F) 56 STRUCTURE BACKFILL (BRIDGE) CY 20.0000 7,100.00 0.000 0.00 F) 57 SAND BACKFILL CY 40.0000 1,160.00 0.000 0.00 58 IMPORTED BORROW CY 15.0000 1,545,000.00 17,030.000 255,450.00 17,030.000 255,450.00 59 IMPORTED MATERIAL (SHOULDER BACKING) TON 30.0000 12,300.00 0.000 0.00 60 EROSION CONTROL (BLANKET) SQYD 2.0000 820.00 0.000 0.00 61 EROSION CONTROL (DRILL SEED) SQYD 0.2000 45,200.00 0.000 0.00 62 EROSION CONTROL (TYPE D) SQYD 0.3000 22,410.00 0.000 0.00 63 FIBER ROLLS LF 1.0000 84,700.00 502.000 502.00 64 COMPOST, INCORPORATE SQYD 3.0000 23,910.00 0.000 0.00 65 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 3,600.00 1.000 200.00 66 CLASS 2 AGGREGATE BASE CY 24.0000 1,305,600.00 0.000 0.00 67 HOT MIX ASPHALT TON 47.0000 2,538,000.00 0.000 0.00 68 HOT MIX ASPHALT (TYPE B) TON 30.0000 27,750.00 0.000 0.00 69 HOT MIX ASPHALT (OPEN GRADED) TON 80.0000 15,200.00 0.000 0.00 70 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 60.0000 459,000.00 0.000 0.00 71 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 400.0000 3,600.00 0.000 0.00 PAVEMENT INTERLAYER) 72 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.0000 6,750.00 0.000 0.00 73 DATA CORE LS 2,500.0000 2,500.00 0.000 0.00 74 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,350.00 0.000 0.00 75 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 9,420.00 0.000 0.00 76 PLACE HOT MIX ASPHALT SQYD 60.0000 1,740.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TACK COAT TON 100.0000 11,000.00 0.000 0.00 78 FURNISH 48" STEEL PIPE PILING LF 600.0000 357,600.00 596.000 357,600.00 79 DRIVE 48" STEEL PIPE PILE EA 130,000.0000 520,000.00 4.000 520,000.00 80 FURNISH PILING (CLASS 140) LF 40.0000 130,320.00 0.000 0.00 (ALTERNATIVE W) 81 DRIVE PILE (CLASS 140) EA 1,000.0000 58,000.00 0.000 0.00 (ALTERNATIVE W) 82 FURNISH CAST-IN-STEEL SHELL CONCRETE LF 1,025.0000 4,728,325.00 80.000 82,000.00 1,365.200 1,399,330.00 PILING (NPS 90) 83 DRIVE CAST-IN-STEEL SHELL CONCRETE EA 83,000.0000 2,490,000.00 0.950 78,850.00 8.600 713,800.00 PILING (NPS 90) 84 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.000 0.00 85 PRESTRESSING LS 450,000.0000 450,000.00 0.000 0.00 86 SEAL COURSE CONCRETE CY 1,000.0000 223,000.00 0.000 0.00 87 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 48,800.00 0.000 0.00 F) 88 STRUCTURAL CONCRETE, BRIDGE CY 540.0000 4,220,640.00 0.000 0.00 F) 89 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 28,000.00 0.000 0.00 F) (TYPE EQ) 90 MINOR CONCRETE (MINOR STRUCTURE) CY 600.0000 31,800.00 0.000 0.00 F) 91 CLEAN EXPANSION JOINT LF 10.0000 13,230.00 0.000 0.00 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 26,000.0000 208,000.00 0.000 0.00 BULB-TEE GIRDER (90'-100') 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 2,208,000.00 0.000 0.00 BULB-TEE GIRDER (100'-110') 94 FURNISH PRECAST PRESTRESSED CONCRETE EA 25,000.0000 100,000.00 0.000 0.00 BULB-TEE GIRDER (110'-120') 95 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 264,000.00 0.000 0.00 BULB-TEE GIRDER (40'-50') 96 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 132,000.00 0.000 0.00 GIRDER 97 PTFE SPHERICAL BEARING EA 7,000.0000 168,000.00 0.000 0.00 98 JOINT SEAL (MR 1") LF 60.0000 5,280.00 0.000 0.00 99 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 100.0000 4,200.00 0.000 0.00 00 JOINT SEAL ASSEMBLY (MR 6") LF 100.0000 4,200.00 0.000 0.00 01 JOINT SEAL (ASPHALTIC PLUG) LF 20.0000 26,460.00 0.000 0.00 02 JOINT SEAL ASSEMBLY (MR 15") LF 500.0000 21,000.00 0.000 0.00 03 JOINT SEAL ASSEMBLY (MR 15 1/2") LF 500.0000 21,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL ASSEMBLY (MR 16 1/2") LF 500.0000 21,000.00 0.000 0.00 05 BAR REINFORCING STEEL (BRIDGE) LB 0.7200 2,331,614.88 0.000 0.00 F) 06 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,300.00 0.000 0.00 (0.063"-UNFRAMED) 07 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,700.00 0.000 0.00 (0.080"-UNFRAMED) 08 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,600.00 0.000 0.00 (0.080"-FRAMED) 09 ROADSIDE SIGN (BARRIER MOUNTED) EA 250.0000 500.00 0.000 0.00 10 ROADSIDE SIGN - ONE POST EA 100.0000 3,100.00 0.000 0.00 11 ROADSIDE SIGN - TWO POST EA 200.0000 1,600.00 0.000 0.00 12 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 600.00 0.000 0.00 BARRIER 13 16" PLASTIC PIPE (IRRIGATION PIPE) LF 30.0000 15,300.00 0.000 0.00 14 18" REINFORCED CONCRETE PIPE LF 60.0000 9,600.00 0.000 0.00 15 24" REINFORCED CONCRETE PIPE LF 40.0000 28,400.00 0.000 0.00 16 30" REINFORCED CONCRETE PIPE LF 80.0000 2,560.00 0.000 0.00 17 36" REINFORCED CONCRETE PIPE LF 100.0000 8,500.00 0.000 0.00 18 48" REINFORCED CONCRETE PIPE LF 100.0000 21,000.00 0.000 0.00 19 12" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 2,940.00 0.000 0.00 20 18" CORRUGATED STEEL PIPE (.079" THICK) LF 60.0000 9,000.00 0.000 0.00 21 24" CORRUGATED STEEL PIPE (.079" THICK) LF 30.0000 40,500.00 0.000 0.00 22 18" SLOTTED CORRUGATED STEEL PIPE LF 60.0000 5,340.00 0.000 0.00 (.079" THICK) 23 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 60.0000 4,440.00 0.000 0.00 (.079" THICK) 24 10" CORRUGATED STEEL FLUME DOWNDRAIN LF 40.0000 12,400.00 0.000 0.00 25 10" TAPERED INLET EA 500.0000 4,500.00 0.000 0.00 26 24" DOWNDRAIN SLIP JOINT EA 500.0000 1,500.00 0.000 0.00 27 24" ANCHOR ASSEMBLY EA 500.0000 4,000.00 0.000 0.00 28 10" FLUME ANCHOR ASSEMBLY EA 100.0000 3,400.00 0.000 0.00 29 24" WELDED STEEL PIPE CASING (BRIDGE) LF 100.0000 13,600.00 0.000 0.00 30 24" STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 18" CONCRETE FLARED END SECTION EA 500.0000 2,000.00 0.000 0.00 32 24" CONCRETE FLARED END SECTION EA 500.0000 3,000.00 0.000 0.00 33 CLASS 4 CONCRETE (BACKFILL) CY 300.0000 8,400.00 0.000 0.00 34 ROCK SLOPE PROTECTION CY 30.0000 119,700.00 0.000 0.00 (1/4 TON, METHOD B) 35 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 50.0000 15,500.00 0.000 0.00 36 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 7,680.00 0.000 0.00 37 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,203.00 0.000 0.00 F) 38 ISOLATION CASING LB 3.0000 133,965.00 11,322.000 33,966.00 41,322.000 123,966.00 F) 39 BRIDGE DECK DRAINAGE SYSTEM LB 2.0000 31,662.00 0.000 0.00 F) 40 CHAIN LINK FENCE (TYPE CL-4) LF 80.0000 4,000.00 0.000 0.00 41 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 0.000 0.00 42 HIGHWAY POST MARKER EA 50.0000 400.00 0.000 0.00 43 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.0000 1,220.00 0.000 0.00 44 OBJECT MARKER (TYPE L-1) EA 25.0000 50.00 0.000 0.00 45 METAL BEAM GUARD RAILING (WOOD POST) LF 10.0000 29,500.00 0.000 0.00 46 VEGETATION CONTROL (MINOR CONCRETE) SQYD 20.0000 37,200.00 0.000 0.00 47 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 100.0000 800.00 0.000 0.00 F) 48 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 2,000.00 0.000 0.00 49 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 80.0000 4,000.00 0.000 0.00 50 TRANSITION RAILING (TYPE WB) EA 1,000.0000 7,000.00 0.000 0.00 51 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 2,000.00 0.000 0.00 52 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,000.0000 2,000.00 0.000 0.00 53 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,000.0000 4,000.00 0.000 0.00 54 CRASH CUSHION (ADIEM) EA 5,000.0000 10,000.00 0.000 0.00 55 CONCRETE BARRIER (TYPE 60) LF 60.0000 10,200.00 0.000 0.00 56 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 60.0000 5,520.00 0.000 0.00 57 CONCRETE BARRIER (TYPE 60C) LF 20.0000 50,600.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 100.0000 4,400.00 0.000 0.00 59 CONCRETE BARRIER (TYPE 732) LF 20.0000 133,240.00 0.000 0.00 F) 60 CONCRETE BARRIER (TYPE 732B) LF 60.0000 9,000.00 0.000 0.00 61 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 10,200.00 0.000 0.00 62 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,800.00 0.000 0.00 63 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 2,280.00 0.000 0.00 64 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 324.00 0.000 0.00 (BROKEN 12-3) 65 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 11,360.00 0.000 0.00 (BROKEN 36-12) 66 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 136.00 0.000 0.00 (BROKEN 17-7) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.0000 6,200.00 0.000 0.00 68 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 69 LIGHTING LS 15,000.0000 15,000.00 0.000 0.00 70 TRAFFIC MONITORING STATION (COUNT) LS 10,000.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 06/23/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1A4324 TIME 09:42 AM ESTIMATE NO. 09 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 06/16/11 R.E. NAME: TOLLISON, RON DATE OF THIS ESTIMATE 06/23/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 527,960.50 3,753,060.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 91,206.93 252,839.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 619,167.43 4,005,900.77 71 MOBILIZATION LS 3000,000.0000 3,000,000.00 0.950 2,850,000.00 ORIGINAL CONTRACT AMOUNT 30,436,533.88 TOTAL WORK COMPLETED 619,167.43 6,855,900.77 MATERIALS ON HAND ON SITE 3,352,957.29 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 619,167.43 10,198,858.06 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 00/00/00 09/21/10 12/30/13 120 65 0 0 22% 14% PROGRESS IS SATISFACTORY TOLLISON, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 06/23/11