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 09/09/11 EST. NO.17 TIME 01:23 PM R.E. NAME: BLINE, JEFF 02-371004 --------------------------------------------------------------------------- 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 0001 1,869.18 E.W. @ F.A.(+) 110310 N 001 0 0002 2,944.31 110310 N 002 0 0004 1,170.04 110510 N 004 0 0005 309.06 040411 N 005 0 006 0015 6,157.28 E.W. @ F.A.(+) 043011 N 014 0 0018 1,492.66 050911 N 017 0 13,942.53 TOTAL THIS ESTIMATE 1,130,903.99 TOTAL PREVIOUS ESTIMATE 1,144,846.52 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 09/09/11 EST. NO.17 TIME 01:23 PM R.E. NAME: BLINE, JEFF 02-371004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 04 MISSING 2010 CEM4401 -10,000.00 10 PEND ADJ. COMP -15,000.00 15 RETURN CEM 4401 10,000.00 15 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION PER 08/10 LTR -10,000.00 03 PER LTR DATED 9/10 -7,000.00 04 RETURN DEDUCT 8/10 10,000.00 10 RETURN DEDUCT 9/10 7,000.00 10 PER LTR DATED 8/2011 -10,000.00 17 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-5-0.9/R4.3 ----------------------- TULLIS INC IN SHASTA COUNTY IN AND NEAR P O BOX 493416 ANDERSON FROM REDDING CA 96049 FOURTH STREET OVERCROSSING TO DESCHUTES ROAD UNDERCROSSING FED. AID NO. N O N E WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 0.750 3,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 750.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 100.0000 12,000.00 100.000 10,000.00 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 3,540.00 1,180.000 3,540.00 005 CONSTRUCTION SITE MANAGEMENT LS 400.0000 400.00 0.950 380.00 006 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.900 1,350.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 1.5000 4,500.00 1,196.000 1,794.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 2,500.00 1.000 500.00 009 TEMPORARY CHECK DAM LF 11.0000 3,740.00 1,649.000 18,139.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,200.00 31.000 6,200.00 011 STREET SWEEPING LS 10,000.0000 10,000.00 0.950 9,500.00 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 12,000.0000 12,000.00 0.950 11,400.00 013 TEMPORARY SOIL BINDER SQYD 0.1000 8,470.00 184,155.000 18,415.50 014 CONSTRUCTION AREA SIGNS LS 9,280.0000 9,280.00 0.850 7,888.00 015 TRAFFIC CONTROL SYSTEM LS 235,000.0000 235,000.00 0.900 211,500.00 016 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.8000 25,040.00 5,042.000 4,033.60 017 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2800 14,280.00 307,960.000 86,228.80 018 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 2,530.00 322.000 7,406.00 019 TEMPORARY PAVEMENT MARKER EA 3.0000 15,840.00 2,515.000 7,545.00 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 021 TEMPORARY RAILING (TYPE K) LF 8.0000 300,800.00 38,320.000 306,560.00 022 TEMPORARY CRASH CUSHION MODULE EA 175.0000 14,700.00 84.000 14,700.00 PROGRAM CAS145 PAGE 2 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 2,250.0000 2,250.00 1.000 2,250.00 024 REMOVE METAL BEAM GUARD RAILING LF 6.0000 11,700.00 2,142.000 12,852.00 025 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 15,568.00 101,731.000 28,484.68 026 REMOVE ROADSIDE SIGN EA 75.0000 150.00 0.000 0.00 027 REMOVE ASPHALT CONCRETE DIKE LF 1.4000 11,872.00 8,472.400 11,861.36 028 REMOVE OVERSIDE DRAIN EA 125.0000 625.00 5.000 625.00 029 REMOVE CULVERT LF 23.0000 3,450.00 142.800 3,284.40 030 REMOVE INLET EA 250.0000 2,750.00 9.000 2,250.00 031 SALVAGE METAL BRIDGE RAILING LF 8.0000 5,816.00 727.000 5,816.00 032 RESET ROADSIDE SIGN EA 190.0000 380.00 0.000 0.00 033 ADJUST INLET EA 1,000.0000 13,000.00 13.000 13,000.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2500 103,000.00 91,413.310 114,266.64 035 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6000 6,204.00 14,286.000 8,571.60 036 CAP INLET EA 1,100.0000 1,100.00 1.000 1,100.00 037 BRIDGE REMOVAL (PORTION), LOCATION A LS 7,600.0000 7,600.00 1.000 7,600.00 038 BRIDGE REMOVAL (PORTION), LOCATION B LS 7,700.0000 7,700.00 1.000 7,700.00 039 BRIDGE REMOVAL (PORTION), LOCATION C LS 7,900.0000 7,900.00 1.000 7,900.00 040 BRIDGE REMOVAL (PORTION), LOCATION D LS 7,900.0000 7,900.00 1.000 7,900.00 041 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 042 ROADWAY EXCAVATION CY 10.0000 379,000.00 41,532.100 415,321.00 043 LEAD COMPLIANCE PLAN LS 3,300.0000 3,300.00 0.000 0.00 044 ASBESTOS COMPLIANCE PLAN LS 2,400.0000 2,400.00 1.000 2,400.00 045 STRUCTURE EXCAVATION (BRIDGE) CY 70.0000 138,390.00 1,977.000 138,390.00 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 70.0000 91,140.00 1,186.000 83,020.00 (F) 047 IMPORTED MATERIAL (SHOULDER BACKING) TON 17.0000 46,750.00 2,387.560 40,588.52 048 COMPOST, INCORPORATE SQYD 3.5000 169,400.00 9,169.100 32,091.85 049 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,376.0000 59,136.00 16.980 91,284.48 PROGRAM CAS145 PAGE 3 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 051 CLASS 2 AGGREGATE BASE CY 20.0000 844,000.00 2,545.000 50,900.00 44,792.400 895,848.00 052 HOT MIX ASPHALT TON 68.0000 2,631,600.00 38,255.750 2,601,391.00 053 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED TON 80.0000 723,200.00 8,642.310 691,384.80 HIGH BINDER) 054 SHOULDER RUMBLE STRIP STA 18.0000 12,420.00 345.000 6,210.00 690.000 12,420.00 (HMA,GROUND-IN INDENTATIONS) 055 DATA CORE LS 4,000.0000 4,000.00 0.900 3,600.00 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0500 4,767.00 4,501.000 4,726.05 057 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0500 147.00 137.000 143.85 058 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0500 4,378.50 3,964.000 4,162.20 059 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0500 3,013.50 2,985.000 3,134.25 060 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0500 78.75 79.000 82.95 061 PLACE HOT MIX ASPHALT SQYD 65.0000 3,250.00 113.000 7,345.00 (MISCELLANEOUS AREA) 062 TACK COAT TON 100.0000 23,000.00 36.060 3,606.00 063 FURNISH STEEL PILING (HP 10 X 57) LF 25.0000 16,375.00 648.000 16,200.00 064 DRIVE STEEL PILE (HP 10 X 57) EA 1,850.0000 29,600.00 16.000 29,600.00 065 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 570.0000 171,000.00 300.000 171,000.00 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 670.0000 789,260.00 1,178.000 789,260.00 (F) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 670.0000 77,720.00 125.560 84,125.20 (F) (TYPE N) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 1,150.0000 101,545.00 88.300 101,545.00 (F) 069 DRILL AND BOND DOWEL LF 25.0000 23,500.00 940.000 23,500.00 070 CLEAN EXPANSION JOINT LF 23.0000 2,714.00 118.000 2,714.00 071 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,000.0000 64,000.00 16.000 64,000.00 GIRDER (30'-40') 072 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,400.0000 70,400.00 16.000 70,400.00 GIRDER (40'-50') 073 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,400.0000 43,200.00 8.000 43,200.00 GIRDER (50'-60') 074 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,900.0000 47,200.00 8.000 47,200.00 GIRDER (60'-70') 075 ERECT PRECAST PRESTRESSED CONCRETE EA 1,100.0000 52,800.00 48.000 52,800.00 GIRDER 076 FURNISH POLYESTER CONCRETE OVERLAY CF 72.0000 46,656.00 948.500 68,292.00 PROGRAM CAS145 PAGE 4 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.9000 19,646.00 13,673.000 25,978.70 (F) 078 JOINT SEAL (MR 1/2") LF 25.0000 1,350.00 54.000 1,350.00 079 JOINT SEAL (MR 1") LF 33.0000 9,999.00 303.000 9,999.00 080 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 352,800.00 392,000.000 352,800.00 (F) 081 HEADED BAR REINFORCEMENT EA 16.0000 4,096.00 256.000 4,096.00 (F) 082 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.000 0.00 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 960.00 0.000 0.00 (0.063"-UNFRAMED) 084 ROADSIDE SIGN - ONE POST EA 280.0000 1,120.00 4.000 1,120.00 4.000 1,120.00 085 12" ALTERNATIVE PIPE CULVERT LF 45.0000 11,700.00 250.900 11,290.50 086 36" PERFORATED ALTERNATIVE PIPE CULVERT LF 68.0000 102,680.00 1,502.000 102,136.00 087 18" REINFORCED CONCRETE PIPE (CLASS II) LF 85.0000 34,850.00 467.400 39,729.00 088 24" REINFORCED CONCRETE PIPE LF 275.0000 11,550.00 30.150 8,291.25 (CLASS II, RUBBER GASKET JOINT) 089 3" PLASTIC PIPE (EDGE DRAIN) LF 16.0000 114,240.00 7,137.000 114,192.00 090 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 60.0000 4,020.00 38.000 2,280.00 091 6" PLASTIC PIPE (EDGE DRAIN) LF 22.0000 13,860.00 630.000 13,860.00 092 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 62.0000 2,542.00 41.000 2,542.00 093 CLASS 1 PERMEABLE MATERIAL CY 25.0000 12,500.00 636.700 15,917.50 094 FILTER FABRIC SQYD 2.0000 5,680.00 3,004.000 6,008.00 095 MISCELLANEOUS IRON AND STEEL LB 1.5000 22,104.00 14,736.000 22,104.00 (F) 096 SURVEY MONUMENT (TYPE A) EA 500.0000 3,000.00 5.000 2,500.00 5.000 2,500.00 097 DELINEATOR (CLASS 1) EA 35.0000 315.00 27.000 945.00 27.000 945.00 098 MILEPOST MARKER EA 42.0000 462.00 11.000 462.00 11.000 462.00 099 MARKER (CULVERT) EA 38.0000 456.00 11.000 418.00 11.000 418.00 100 MARKER (CULVERT, BARRIER MOUNT) EA 27.0000 1,242.00 44.000 1,188.00 44.000 1,188.00 101 OBJECT MARKER (TYPE L-1) EA 38.0000 380.00 10.000 380.00 10.000 380.00 102 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 27,540.00 1,625.000 29,250.00 103 VEGETATION CONTROL (MINOR CONCRETE) SQYD 29.0000 173,710.00 5,398.080 156,544.32 PROGRAM CAS145 PAGE 5 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 DOUBLE METAL BEAM GUARD RAILING LF 25.0000 2,500.00 187.500 4,687.50 (WOOD POST) 105 HIGH TENSION CABLE BARRIER LF 12.2500 120,050.00 7,540.000 92,365.00 106 HIGH TENSION CABLE BARRIER TERMINAL EA 2,700.0000 16,200.00 0.000 0.00 107 TRANSITION RAILING (TYPE WB) EA 2,700.0000 21,600.00 8.000 21,600.00 108 RAIL TENSIONING ASSEMBLY EA 300.0000 300.00 3.000 900.00 109 TERMINAL SYSTEM (TYPE CAT) EA 4,500.0000 9,000.00 4.000 18,000.00 110 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 600.0000 1,200.00 4.000 2,400.00 111 END CAP (TYPE A) EA 85.0000 255.00 3.000 255.00 112 END CAP (TYPE TC) EA 150.0000 1,350.00 5.000 750.00 113 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 4,800.00 9.000 5,400.00 114 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,700.0000 13,600.00 8.000 13,600.00 115 CONCRETE BARRIER (TYPE 60C) LF 46.0000 5,980.00 366.000 16,836.00 116 CONCRETE BARRIER (TYPE 60G) LF 137.0000 79,460.00 675.000 92,475.00 117 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 33.6000 250,320.00 7,194.000 241,718.40 118 CONCRETE BARRIER (TYPE 60GE MODIFIED) LF 138.0000 62,100.00 586.200 80,895.60 119 CONCRETE BARRIER (TYPE 736) LF 58.0000 41,586.00 717.000 41,586.00 (F) 120 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,040.00 261.000 1,044.00 261.000 1,044.00 121 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 15,440.00 84,557.000 16,911.40 84,557.000 16,911.40 122 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 650.00 3,452.000 690.40 3,452.000 690.40 123 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 180.00 792.000 158.40 792.000 158.40 (BROKEN 17-7) 124 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.2000 14,860.00 81,072.000 16,214.40 81,072.000 16,214.40 (BROKEN 36-12) 125 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,650.00 2,724.000 8,172.00 2,724.000 8,172.00 126 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.500 750.00 SYSTEM ELEMENTS DURING CONSTRUCTION 127 LIGHTING LS 9,130.0000 9,130.00 1.000 9,130.00 128 TRAFFIC MONITORING STATION LS 9,830.0000 9,830.00 0.750 7,372.50 PROGRAM CAS145 PAGE 6 DATE 09/09/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-371004 TIME 01:23 PM ESTIMATE NO. 17 BID OPENING 03/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/19/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 09/09/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 107,313.60 9,224,610.60 ADJUSTMENT OF COMPENSATION 0.00 645,961.18 EXTRA WORK 13,942.53 498,885.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 121,256.13 10,369,457.12 129 MOBILIZATION LS 735,000.2500 735,000.25 1.000 735,000.25 ORIGINAL CONTRACT AMOUNT 9,980,759.00 TOTAL WORK COMPLETED 121,256.13 11,104,457.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -30,000.00 TOTAL 111,256.13 11,074,457.37 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 05/24/10 120 06/07/10 06/07/10 10/16/11 111 193 0 0 99% 93% PROGRESS IS SATISFACTORY BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 09/09/11