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 02/22/13 EST. NO.25 TIME 08:27 AM R.E. NAME: BADE, TIM 02-2C4504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0009 -91,886.70 A.C. @ U.P.(-) 012813 N 9 0 0010 21,200.00 A.C. @ U.P.(+) 022013 N 10 0 -70,686.70 TOTAL THIS ESTIMATE 3,087,911.53 TOTAL PREVIOUS ESTIMATE 3,017,224.83 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 02/22/13 EST. NO.25 TIME 08:27 AM R.E. NAME: BADE, TIM 02-2C4504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE WITHOLD -36,000.00 08 RTN PERFORMANCE DEDU 36,000.00 09 PERFORMANCE WITHHOLD -12,477.00 10 RTN PERFRMNCE DEDUCT 12,477.00 11 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 19 RECEIVED FHWA 1391 10,000.00 23 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/11 -10,000.00 08 PER LTR DATED 9/11 -5,000.00 09 PER LTR DATED 10/11 -5,000.00 10 RETURN 8/11 DEDUCT 10,000.00 10 PER LTR DATED 1/12 -2,000.00 12 RETURN DEDUCT 9/11 5,000.00 12 RETURN DEDUCT 10/11 5,000.00 14 RETURN DEDUCT 1/12 2,000.00 14 PER LTR DATED 7/12 -10,000.00 18 PER LTR DATED 8/12 -10,000.00 19 PER LTR DATED 9/12 -10,000.00 20 RETURN DEDUCT 7/12 10,000.00 20 PER LTR DATED 10/12 -10,000.00 21 RETURN 8/12 DEDUCT 10,000.00 21 PER LTR DATED 11/12 -7,000.00 23 PER LTR DATED 12/12 -3,000.00 23 RETURN DEDUCT 9/12 10,000.00 23 PER LTR DATED 1/13 -2,000.00 24 RETURN DEDUCT 12/12 3,000.00 24 0.00 -19,000.00 TOTAL DEDUCTIONS 0.00 -19,000.00 PROGRAM CAS145 PAGE 1 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 LOCATION PROGRESS ESTIMATE 02-SHA-5-R44.4/R58.0 ----------------- MERCER FRASER COMPANY IN SHASTA COUNTY NEAR LAKEHEAD FROM P O BOX 1006 1.5 MILES SOUTH OF DOG CREEK BRIDGE EUREKA CA 955021006 TO 0.6 MILE NORTH OF SIMS ROAD UNDERCROSSING FED. AID NO. ACIM-058(341)E ,ACIM-058(341)E ASPHALT CONCRETE RESURFACING ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.250 6,250 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 750,000.00 19.000 47,500.00 237.000 592,500 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.102 5,100.00 0.832 41,600 005 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.750 3,750 PROGRAM 006 TEMPORARY FIBER ROLL LF 10.0000 10,000.00 132.000 1,320 007 TEMPORARY SILT FENCE LF 15.0000 15,000.00 0.000 0 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.270 2,700.00 1.000 10,000 009 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500 010 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.067 6,700.00 0.832 83,200 011 TRAFFIC CONTROL SURVEILLANCE LS 75,000.0000 75,000.00 0.700 52,500 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2000 112,080.00 61,507.000 73,808 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 20,280.00 1,890.000 12,285 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 56,700.00 992,493.000 99,249 015 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 324,300.00 9,667.000 222,341 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.067 2,010.00 0.832 24,960 017 PORTABLE RADAR TRAILER LS 25,000.0000 25,000.00 0.814 20,350 018 TEMPORARY RAILING (TYPE K) LF 25.0000 692,500.00 8,840.000 221,000 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 68,000.00 168.000 33,600 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 48,150.00 22,961.000 34,441 STRIPE (HAZARDOUS WASTE) 021 REMOVE ENTRANCE TAPER EA 5,000.0000 40,000.00 5.000 25,000.00 5.000 25,000 022 REMOVE MARKER EA 30.0000 3,600.00 20.000 600 PROGRAM CAS145 PAGE 2 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING LF 5.0000 166,500.00 33,575.000 167,875 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,100.00 31,189.000 31,189 025 REMOVE CHIP SEAL SQFT 1.0000 91,673.00 92,757.000 92,757 026 REMOVE PAVEMENT MARKER EA 5.0000 5,350.00 488.000 2,440 027 REMOVE ROADSIDE SIGN EA 50.0000 750.00 0.000 0 028 REMOVE CULVERT LF 1,000.0000 21,000.00 50.000 50,000 029 REMOVE INLET EA 5,000.0000 15,000.00 5.000 25,000 030 REMOVE DELINEATOR EA 15.0000 9,900.00 5.000 75.00 49.000 735 031 RELOCATE TURNABLE ROADSIDE SIGN EA 2,500.0000 10,000.00 3.000 7,500 032 FLUSH EXISTING EDGE DRAIN LF 1.0000 148,000.00 143,222.500 143,222 033 ADJUST INLET EA 1,600.0000 49,600.00 93.000 148,800.00 251.000 401,600 034 ADJUST SLOTTED DRAIN TO GRADE LF 25.0000 17,250.00 0.000 0 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 2,161,250.00 459,267.500 1,492,619 036 REMOVE UNSOUND CONCRETE CF 17.0000 26,333.00 0.000 0 037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1500 45,022.50 300,150.000 45,022 038 REMOVE CONCRETE (MISCELLANEOUS) CY 650.0000 3,900.00 8.700 5,655 039 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.500 12,500.00 1.000 25,000 040 ROADWAY EXCAVATION CY 20.0000 362,000.00 3,260.500 65,210 041 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 042 IMPORTED BORROW CY 75.0000 6,000.00 0.000 0 043 IMPORTED MATERIAL (SHOULDER BACKING) TON 40.0000 38,000.00 7,722.240 308,889.60 12,241.040 489,641 044 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 5.0000 76,500.00 360.000 1,800 045 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,000.0000 2,700.00 0.450 1,350 046 CLASS 2 AGGREGATE BASE CY 40.0000 456,000.00 1,080.300 43,212 047 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 4,900.00 0.000 0 048 ASPHALTIC EMULSION (FOG SEAL COAT) TON 900.0000 61,200.00 0.000 0 049 REPLACE ASPHALT CONCRETE SURFACING CY 200.0000 136,000.00 818.170 163,634 PROGRAM CAS145 PAGE 3 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT TON 71.0000 16,259,000.00 1,397.270 99,206.17 228,075.330 16,193,348 051 SHOULDER RUMBLE STRIP STA 20.0000 54,800.00 1,850.100 37,002 (HMA,GROUND-IN INDENTATIONS) 052 DATA CORE LS 15,000.0000 15,000.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 810.00 1,207.000 1,207.00 1,207.000 1,207 054 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 25,700.00 19,839.000 19,839.00 20,907.000 20,907 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 19,400.00 16,543.000 16,543.00 18,781.000 18,781 056 PLACE HOT MIX ASPHALT SQYD 15.0000 20,250.00 2,052.900 30,793.50 2,052.900 30,793 (MISCELLANEOUS AREA) 057 TACK COAT TON 750.0000 375,000.00 448.610 336,457 058 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.0000 117,000.00 46,759.000 93,518 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 995.0000 485,560.00 507.600 505,062 (TYPE R) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 4,000.0000 152,000.00 0.050 200.00 38.000 152,000 (F) 061 PAVING NOTCH EXTENSION CF 265.0000 56,445.00 213.000 56,445 062 CLEAN EXPANSION JOINT LF 18.0000 13,536.00 709.810 12,776 063 RAPID SETTING CONCRETE (PATCH) CF 12.0000 18,588.00 0.000 0 064 MULTILAYER POLYMER CHIP SEAL SQFT 4.5000 119,700.00 26,600.000 119,700 065 FURNISH POLYESTER CONCRETE OVERLAY CF 78.0000 1,333,644.00 19,898.000 1,552,044 066 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.6500 177,807.50 273,550.000 177,807 (F) 067 JOINT SEAL (MR 1") LF 22.0000 12,122.00 539.470 11,868 068 JOINT SEAL (MR 1 1/2") LF 54.0000 12,312.00 235.000 12,690 069 JOINT SEAL (MR 2") LF 74.0000 16,502.00 221.000 16,354 070 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 476,619.00 0.000 0 (F) 071 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 31,774.60 0.000 0 (F) 072 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 36,740.00 0.000 0 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,780.00 0.000 0 (0.080"-FRAMED) 074 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 495.0000 103,950.00 203.000 100,485 (SIGN FOUNDATION) 075 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 525.0000 46,200.00 88.000 46,200 (SIGN FOUNDATION) 076 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 4 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 215.0000 129,000.00 513.000 110,295 078 18" CORRUGATED STEEL PIPE (.109" THICK) LF 270.0000 4,590.00 16.000 4,320 079 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 148,000.00 170.000 1,700 080 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 300.0000 28,500.00 45.000 13,500.00 175.000 52,500 081 ENTRANCE TAPER EA 3,500.0000 28,000.00 6.000 21,000.00 6.000 21,000 082 MINOR CONCRETE (MISCELLANEOUS CY 2,400.0000 67,200.00 18.900 45,360 CONSTRUCTION) 083 MISCELLANEOUS IRON AND STEEL LB 3.0000 8,589.00 -5.000 -15.00 2,863.000 8,589 (F) 084 DELINEATOR (CLASS 2) EA 8.0000 7,200.00 73.000 584.00 206.000 1,648 085 MILEPOST MARKER EA 30.0000 2,040.00 0.000 0 086 OBJECT MARKER (TYPE L-1) EA 50.0000 2,800.00 40.000 2,000 087 METAL BEAM GUARD RAILING (STEEL POST) LF 19.0000 594,700.00 31,185.500 592,524 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 200.0000 6,000.00 0.000 0 089 PIPE HANDRAILING (POST TYPE) LF 113.0000 2,825.00 0.000 0 090 TRANSITION RAILING (TYPE WB) EA 4,000.0000 104,000.00 26.000 104,000 091 END CAP (TYPE A) EA 225.0000 900.00 3.000 675 092 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 22,500.00 35.000 26,250 093 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 73,500.00 35.000 73,500 094 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 13,510.00 1,705.000 11,935 095 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4000 167,600.00 451,521.000 180,608 096 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 15,420.00 6,379.000 12,758 097 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 4,340.00 1,595.000 3,190 (BROKEN 17-7) 098 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 44,700.00 148,695.000 44,608 (BROKEN 36-12) 099 PAVEMENT MARKER (NON-REFLECTIVE- EA 25.0000 18,500.00 341.000 8,525 RECESSED) 100 PAVEMENT MARKER EA 8.7500 62,912.50 6,187.000 54,136 (RETROREFLECTIVE-RECESSED) 101 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500 SYSTEM ELEMENTS DURING CONSTRUCTION 102 HIGHWAY ADVISORY RADIO SYSTEM LS 200,000.0000 200,000.00 0.981 196,200 103 TRAFFIC MONITORING STATION LS 115,000.0000 115,000.00 1.000 115,000 PROGRAM CAS145 PAGE 5 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.970 194,000 105 ROADSIDE WEATHER INFORMATION SYSTEM LS 175,000.0000 175,000.00 0.360 63,000 106 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 107 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 180,400.00 30,224.000 120,896 108 REMOVE CONCRETE DECK SURFACE SQFT 3.5000 42,588.00 14,068.000 49,238 109 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000 110 JOINT SEAL ASSEMBLY (MR 9") LF 2,000.0000 78,000.00 39.000 78,000 PROGRAM CAS145 PAGE 6 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 08:27 AM ESTIMATE NO. 25 BID OPENING 10/12/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 762,132.27 26,554,121.68 ADJUSTMENT OF COMPENSATION -70,686.70 2,760,477.72 EXTRA WORK 0.00 256,747.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 691,445.57 29,571,346.51 111 MOBILIZATION LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 ORIGINAL CONTRACT AMOUNT 30,051,593.10 TOTAL WORK COMPLETED 691,445.57 30,571,346.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -19,000.00 TOTAL 691,445.57 30,552,346.51 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 01/12/11 300 01/19/11 03/08/11 08/01/13 238 249 -15 0 92% 84% PROGRESS IS SATISFACTORY BADE, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/13