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 12/18/12 EST. NO.21 TIME 12:12 PM R.E. NAME: WOOD, JAMES 02-3C0004 --------------------------------------------------------------------------- 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 0014 212.07 E.W. @ F.A.(+) 061111 N 014 0 004 0011 704.00 E.W. @ F.A.(+) 101912 N 011 0 011 0013 1,405.71 E.W. @ F.A.(+) 042111 N 013 0 0014 3,374.42 042211 N 014 0 017 0001 25,378.00 E.W. @ L.S.(+) 121212 N 001 0 31,074.20 TOTAL THIS ESTIMATE 1,756,170.96 TOTAL PREVIOUS ESTIMATE 1,787,245.16 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 12/18/12 EST. NO.21 TIME 12:12 PM R.E. NAME: WOOD, JAMES 02-3C0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSP EP -5,000.00 09 OUT-OF-STATE INSP SS -5,000.00 09 MISSING FNL CEM4401 -10,000.00 20 RECEIVED FNL CEM4401 10,000.00 21 10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 20 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/11 -5,000.00 07 PER LTR DATED 10/11 -5,000.00 09 PER LTR DATED 11/11 -4,000.00 10 RETURN 8/11 DEDUCT 5,000.00 10 PER LTR DATED 12/11 -3,000.00 11 RETURN DEDUCT 11/11 4,000.00 11 RETURN DEDUCT 10/11 5,000.00 12 RETURN DEDUCT 12/11 3,000.00 15 PER LTR DATED 7/12 -1,000.00 16 RETURN DEDUCT 7/12 1,000.00 17 CERTIFIED PAYROLLS -1,000.00 20 0.00 -1,000.00 TOTAL DEDUCTIONS 10,000.00 -21,000.00 PROGRAM CAS145 PAGE 1 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 LOCATION SEMI-FINAL ESTIMATE 02-SHA-5-R15.0/R15.8 ------------------- TULLIS INC IN SHASTA COUNTY IN REDDING FROM P O BOX 493416 1.3 MILES SOUTH TO 0.1 MILE NORTH REDDING CA 96049 OF HILLTOP DRIVE OVERCROSSING FED. AID NO. IM-BRIM(5)834 WIDEN RAMP ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 1.000 3,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 100.0000 20,000.00 237.000 23,700 004 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 005 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 006 TEMPORARY MULCH SQYD 2.8500 2,878.50 0.000 0 007 TEMPORARY FIBER ROLL LF 2.0000 1,320.00 781.000 1,562 008 TEMPORARY SILT FENCE LF 8.0000 2,000.00 186.000 1,488 009 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,000.00 16.000 3,200 010 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 14,490.00 39,194.000 13,717 (POLYMER STABILIZED FIBER MATRIX) 011 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 1.000 1,500 012 CONSTRUCTION AREA SIGNS LS 10,350.0000 10,350.00 1.000 10,350 013 TRAFFIC CONTROL SYSTEM LS 185,000.0000 185,000.00 1.000 185,000 014 TRAFFIC CONTROL SURVEILLANCE LS 10,000.0000 10,000.00 1.000 10,000 015 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 910.00 84.000 294 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 12,060.00 83,116.000 24,934 017 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 4,320.00 219.000 5,256 018 TEMPORARY PAVEMENT MARKER EA 5.0000 2,900.00 1,677.000 8,385 019 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 7,500.00 3.000 7,500 020 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 1.000 15,000 021 DETOUR MANAGEMENT PORTABLE CHANGEABLE LS 10,000.0000 10,000.00 1.000 10,000 MESSAGE SIGN 022 PORTABLE RADAR TRAILER EA 1,500.0000 1,500.00 1.000 1,500 PROGRAM CAS145 PAGE 2 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 12.0000 116,880.00 9,420.000 113,040 024 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 10,000.00 3.000 3,000 025 REMOVE CABLE BARRIER LF 4.0000 20,600.00 5,143.000 20,572 026 REMOVE METAL BEAM GUARD RAILING LF 6.0000 4,020.00 662.000 3,972 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.2500 1,700.00 365.000 1,551 STRIPE 028 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 2,328.00 14,490.000 8,694 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 9,360.00 32,706.000 19,623 030 REMOVE PAVEMENT MARKER EA 2.5000 850.00 1,304.000 3,260 031 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000 032 REMOVE CULVERT EA 1,000.0000 1,000.00 1.000 1,000 033 REMOVE INLET EA 575.0000 2,875.00 6.000 3,450 034 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.4000 19,551.00 13,875.560 19,425 035 REMOVE BARRIER GUARD 800 LF 6.2500 2,500.00 400.000 2,500 036 SALVAGE METAL BRIDGE RAILING LF 5.0000 1,955.00 388.900 1,944 037 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 5,500.00 62.500 1,562 038 RESET ROADSIDE SIGN EA 205.0000 205.00 1.000 205 039 RELOCATE ROADSIDE SIGN EA 205.0000 205.00 2.000 410 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 37,500.00 8,823.700 13,235 041 REMOVE CONCRETE BARRIER LF 75.0000 5,925.00 79.000 5,925 042 REMOVE UNSOUND CONCRETE CF 110.0000 5,940.00 0.000 0 043 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 4,467.20 22,336.000 4,467 044 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 2.000 3,000 045 REMOVE CRASH CUSHION (SAND FILLED) EA 2,840.0000 2,840.00 1.000 2,840 046 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 047 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000 048 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000 049 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 3 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 22.0000 462,000.00 21,416.000 471,152 051 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100 052 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 053 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 175,800.00 586.000 175,800 (F) 054 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 61,200.00 408.000 61,200 (F) 055 IMPORTED MATERIAL (SHOULDER BACKING) TON 24.0000 27,120.00 434.350 10,424 056 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.2500 58,500.00 29,567.000 66,525 057 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,048.0000 30,288.00 0.000 0 058 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 059 CLASS 2 AGGREGATE BASE CY 25.0000 427,500.00 19,000.000 475,000 060 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 2,000.00 0.000 0 061 HOT MIX ASPHALT TON 77.0000 1,078,000.00 13,098.740 1,008,602 062 HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 310,250.00 3,250.000 276,250 063 RUMBLE STRIP STA 60.0000 6,600.00 91.500 5,490 064 DATA CORE LS 1,500.0000 1,500.00 1.000 1,500 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,120.00 991.000 2,973 066 PLACE HOT MIX ASPHALT SQYD 25.0000 1,475.00 0.000 0 (MISCELLANEOUS AREA) 067 TACK COAT TON 100.0000 2,100.00 10.520 1,052 068 TIEDOWN ANCHOR EA 2,800.0000 67,200.00 24.000 67,200 069 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 103,500.00 115.000 103,500 (F) 070 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 402,300.00 447.000 402,300 (F) 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 106,200.00 118.000 106,200 (F) (TYPE N) 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 710.0000 141,290.00 207.550 147,360 (TYPE R) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 8,455.00 25.200 23,940 (F) 074 PAVING NOTCH EXTENSION CF 200.0000 26,400.00 130.900 26,180 075 DRILL AND BOND DOWEL LF 15.0000 795.00 38.000 570 076 RAPID SETTING CONCRETE (PATCH) CF 45.0000 2,430.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 81,000.00 18.000 81,000 GIRDER (30'-40') 078 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 54,000.00 9.000 54,000 GIRDER (50'-60') 079 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 30,000.00 5.000 30,000 GIRDER (60'-70') 080 ERECT PRECAST PRESTRESSED CONCRETE EA 750.0000 24,000.00 32.000 24,000 GIRDER 081 FURNISH POLYESTER CONCRETE OVERLAY CF 70.0000 113,400.00 1,508.450 105,591 082 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.5000 55,840.00 22,336.000 55,840 (F) 083 JOINT SEAL (MR 1/2") LF 25.0000 7,100.00 282.000 7,050 084 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 155,132.10 172,369.000 155,132 (F) 085 FURNISH SIGN STRUCTURE (TRUSS) LB 2.9000 150,510.00 51,900.000 150,510 (F) 086 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 14,013.00 51,900.000 14,013 (F) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 864.00 32.000 864 (0.080"-UNFRAMED) 088 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 812.0000 56,840.00 70.000 56,840 (SIGN FOUNDATION) 089 ROADSIDE SIGN - ONE POST EA 390.0000 1,170.00 3.000 1,170 090 18" REINFORCED CONCRETE PIPE LF 160.0000 2,240.00 20.700 3,312 091 24" REINFORCED CONCRETE PIPE LF 135.0000 8,640.00 37.900 5,116 092 36" PRECAST CONCRETE PIPE INLET LF 200.0000 1,280.00 7.100 1,420 (F) 093 ROCK SLOPE PROTECTION TON 140.0000 938.00 5.900 826 (BACKING NO. 3, METHOD B) 094 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 105.00 15.700 78 095 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 4,080.00 3.160 3,792 CONSTRUCTION) 096 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,310.00 5,201.000 7,801 (F) 097 PLACE BARRIER GUARD 800 LF 16.0000 3,200.00 200.000 3,200 098 METAL BEAM GUARD RAILING (WOOD POST) LF 37.0000 14,060.00 287.500 10,637 099 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 33.0000 93,390.00 525.000 17,325 100 HIGH TENSION CABLE BARRIER LF 14.0000 48,020.00 2,441.000 34,174 101 CABLE BARRIER TERMINAL EA 3,000.0000 15,000.00 3.000 9,000 102 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 2.000 6,000 103 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 6,400.00 2.000 6,400 PROGRAM CAS145 PAGE 5 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 3,600.00 1.000 600 105 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 13,300.00 2.000 3,800 106 CRASH CUSHION (TYPE CAT) EA 5,200.0000 5,200.00 1.000 5,200 107 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0 108 CRASH CUSHION (TAU II) EA 5,815.0000 5,815.00 1.000 5,815 109 CONCRETE BARRIER (TYPE 60) LF 250.0000 7,250.00 29.000 7,250 110 CONCRETE BARRIER (TYPE 60C) LF 270.0000 43,200.00 154.500 41,715 111 CONCRETE BARRIER (TYPE 60E) LF 160.0000 8,000.00 50.000 8,000 112 CONCRETE BARRIER (TYPE 732) LF 90.0000 35,190.00 391.000 35,190 (F) 113 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 10,020.00 14,311.000 8,586 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,800.00 2,418.000 3,627 115 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 3,862.50 4,310.000 5,387 (BROKEN 12-3) 116 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 780.00 0.000 0 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,060.00 6,472.000 2,912 (BROKEN 36-12) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 67.50 744.000 334 (BROKEN 17-7) 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 3,350.00 732.000 3,660 120 LIGHTING AND SIGN ILLUMINATION LS 99,800.0000 99,800.00 1.000 99,800 121 TRAFFIC MONITORING STATION LS 12,850.0000 12,850.00 1.000 12,850 122 CLOSED CIRCUIT TELEVISION SYSTEM LS 62,000.0000 62,000.00 1.000 62,000 123 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 124 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 125 EROSION CONTROL ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 12:12 PM ESTIMATE NO. 21 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/01/12 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 12/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 5,221,708.61 ADJUSTMENT OF COMPENSATION 0.00 247,894.04 EXTRA WORK 31,074.20 1,539,351.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,074.20 7,008,953.77 126 MOBILIZATION LS 500,000.0000 500,000.00 1.000 500,000 ORIGINAL CONTRACT AMOUNT 5,931,729.80 TOTAL WORK COMPLETED 31,074.20 7,508,953.77 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -21,000.00 TOTAL 41,074.20 7,487,953.77 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/03/11 440 02/18/11 02/28/11 11/01/12 237 185 -203 0 100% 100% WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 12/18/12