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 09/19/12 EST. NO.20 TIME 04:00 PM 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 --------------------------------------------------------------------------- 001 0007 631.49 E.W. @ F.A.(+) 062712 N 0030.0 005 0005 357,956.90 A.C. @ U.P.(+) 091812 N 5 0 009 0005 -85,904.12 A.C. @ U.P.(-) 081812 N 5 0 0006 140,276.80 A.C. @ L.S.(+) 081812 N 6 0 026 0003 73,114.28 A.C. @ L.S.(+) 081812 N 3 0 486,075.35 TOTAL THIS ESTIMATE 871,633.86 TOTAL PREVIOUS ESTIMATE 1,357,709.21 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 09/19/12 EST. NO.20 TIME 04:00 PM 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 0.00 -10,000.00 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 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.250 6,250.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 2,500.0000 750,000.00 22.000 55,000.00 170.000 425,000.00 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.077 3,850.00 0.596 29,800.00 005 PREPARE WATER POLLUTION CONTROL LS 5,000.0000 5,000.00 0.750 3,750.00 PROGRAM 006 TEMPORARY FIBER ROLL LF 10.0000 10,000.00 132.000 1,320.00 007 TEMPORARY SILT FENCE LF 15.0000 15,000.00 0.000 0.00 008 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.077 770.00 0.596 5,960.00 009 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.750 22,500.00 010 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.077 7,700.00 0.596 59,600.00 011 TRAFFIC CONTROL SURVEILLANCE LS 75,000.0000 75,000.00 0.100 7,500.00 0.700 52,500.00 012 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.2000 112,080.00 7,087.000 8,504.40 57,626.000 69,151.20 013 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 6.5000 20,280.00 252.000 1,638.00 1,638.000 10,647.00 014 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1000 56,700.00 499,828.000 49,982.80 658,469.000 65,846.90 015 CHANNELIZER (SURFACE MOUNTED) EA 23.0000 324,300.00 2,589.000 59,547.00 6,756.000 155,388.00 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.070 2,100.00 0.589 17,670.00 017 PORTABLE RADAR TRAILER LS 25,000.0000 25,000.00 0.235 5,875.00 0.505 12,625.00 018 TEMPORARY RAILING (TYPE K) LF 25.0000 692,500.00 480.000 12,000.00 8,840.000 221,000.00 019 TEMPORARY CRASH CUSHION MODULE EA 200.0000 68,000.00 28.000 5,600.00 168.000 33,600.00 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 48,150.00 22,961.000 34,441.50 STRIPE (HAZARDOUS WASTE) 021 REMOVE ENTRANCE TAPER EA 5,000.0000 40,000.00 0.000 0.00 022 REMOVE MARKER EA 30.0000 3,600.00 14.000 420.00 PROGRAM CAS145 PAGE 2 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING LF 5.0000 166,500.00 27,925.000 139,625.00 024 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,100.00 12,526.000 12,526.00 31,189.000 31,189.00 025 REMOVE CHIP SEAL SQFT 1.0000 91,673.00 92,757.000 92,757.00 026 REMOVE PAVEMENT MARKER EA 5.0000 5,350.00 488.000 2,440.00 027 REMOVE ROADSIDE SIGN EA 50.0000 750.00 0.000 0.00 028 REMOVE CULVERT LF 1,000.0000 21,000.00 45.000 45,000.00 45.000 45,000.00 029 REMOVE INLET EA 5,000.0000 15,000.00 2.000 10,000.00 2.000 10,000.00 030 REMOVE DELINEATOR EA 15.0000 9,900.00 44.000 660.00 031 RELOCATE TURNABLE ROADSIDE SIGN EA 2,500.0000 10,000.00 0.000 0.00 032 FLUSH EXISTING EDGE DRAIN LF 1.0000 148,000.00 143,222.500 143,222.50 033 ADJUST INLET EA 1,600.0000 49,600.00 17.000 27,200.00 17.000 27,200.00 034 ADJUST SLOTTED DRAIN TO GRADE LF 25.0000 17,250.00 0.000 0.00 035 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.2500 2,161,250.00 141,973.000 461,412.25 360,038.000 1,170,123.50 036 REMOVE UNSOUND CONCRETE CF 17.0000 26,333.00 0.000 0.00 037 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1500 45,022.50 300,150.000 45,022.50 038 REMOVE CONCRETE (MISCELLANEOUS) CY 650.0000 3,900.00 8.700 5,655.00 039 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.500 12,500.00 040 ROADWAY EXCAVATION CY 20.0000 362,000.00 3,260.500 65,210.00 041 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 042 IMPORTED BORROW CY 75.0000 6,000.00 0.000 0.00 043 IMPORTED MATERIAL (SHOULDER BACKING) TON 40.0000 38,000.00 0.000 0.00 044 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 5.0000 76,500.00 0.000 0.00 045 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,000.0000 2,700.00 0.450 1,350.00 046 CLASS 2 AGGREGATE BASE CY 40.0000 456,000.00 874.000 34,960.00 047 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 4,900.00 67.940 6,794.00 048 ASPHALTIC EMULSION (FOG SEAL COAT) TON 900.0000 61,200.00 0.000 0.00 049 REPLACE ASPHALT CONCRETE SURFACING CY 200.0000 136,000.00 818.170 163,634.00 PROGRAM CAS145 PAGE 3 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 HOT MIX ASPHALT TON 71.0000 16,259,000.00 53,719.110 3,814,056.81 116,679.580 8,284,250.18 051 SHOULDER RUMBLE STRIP STA 20.0000 54,800.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 052 DATA CORE LS 15,000.0000 15,000.00 0.000 0.00 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 810.00 0.000 0.00 054 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 25,700.00 0.000 0.00 055 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 19,400.00 0.000 0.00 056 PLACE HOT MIX ASPHALT SQYD 15.0000 20,250.00 0.000 0.00 (MISCELLANEOUS AREA) 057 TACK COAT TON 750.0000 375,000.00 109.400 82,050.00 252.520 189,390.00 058 CRACK EXISTING CONCRETE PAVEMENT SQYD 2.0000 117,000.00 23,391.000 46,782.00 23,391.000 46,782.00 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 995.0000 485,560.00 51.950 51,690.25 507.600 505,062.00 (TYPE R) 060 MINOR CONCRETE (MINOR STRUCTURE) CY 4,000.0000 152,000.00 1.750 7,000.00 26.150 104,600.00 (F) 061 PAVING NOTCH EXTENSION CF 265.0000 56,445.00 213.000 56,445.00 062 CLEAN EXPANSION JOINT LF 18.0000 13,536.00 477.150 8,588.70 709.810 12,776.58 063 RAPID SETTING CONCRETE (PATCH) CF 12.0000 18,588.00 0.000 0.00 064 MULTILAYER POLYMER CHIP SEAL SQFT 4.5000 119,700.00 26,600.000 119,700.00 065 FURNISH POLYESTER CONCRETE OVERLAY CF 78.0000 1,333,644.00 41.240 3,216.72 19,959.000 1,556,802.00 066 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.6500 177,807.50 273,550.000 177,807.50 (F) 067 JOINT SEAL (MR 1") LF 22.0000 12,122.00 306.810 6,749.82 539.470 11,868.34 068 JOINT SEAL (MR 1 1/2") LF 54.0000 12,312.00 235.000 12,690.00 235.000 12,690.00 069 JOINT SEAL (MR 2") LF 74.0000 16,502.00 221.000 16,354.00 221.000 16,354.00 070 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 476,619.00 0.000 0.00 (F) 071 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 31,774.60 0.000 0.00 (F) 072 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 22.0000 36,740.00 0.000 0.00 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 3,780.00 0.000 0.00 (0.080"-FRAMED) 074 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 495.0000 103,950.00 203.000 100,485.00 (SIGN FOUNDATION) 075 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 525.0000 46,200.00 88.000 46,200.00 (SIGN FOUNDATION) 076 INSTALL ROADSIDE SIGN EA 5,000.0000 10,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 4 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 215.0000 129,000.00 303.000 65,145.00 303.000 65,145.00 078 18" CORRUGATED STEEL PIPE (.109" THICK) LF 270.0000 4,590.00 0.000 0.00 079 3" PLASTIC PIPE (EDGE DRAIN) LF 10.0000 148,000.00 170.000 1,700.00 080 CLEANOUT ASSEMBLY (EDGE DRAIN) EA 300.0000 28,500.00 130.000 39,000.00 081 ENTRANCE TAPER EA 3,500.0000 28,000.00 0.000 0.00 082 MINOR CONCRETE (MISCELLANEOUS CY 2,400.0000 67,200.00 18.900 45,360.00 CONSTRUCTION) 083 MISCELLANEOUS IRON AND STEEL LB 3.0000 8,589.00 478.000 1,434.00 478.000 1,434.00 (F) 084 DELINEATOR (CLASS 2) EA 8.0000 7,200.00 133.000 1,064.00 085 MILEPOST MARKER EA 30.0000 2,040.00 0.000 0.00 086 OBJECT MARKER (TYPE L-1) EA 50.0000 2,800.00 33.000 1,650.00 087 METAL BEAM GUARD RAILING (STEEL POST) LF 19.0000 594,700.00 25,869.000 491,511.00 088 VEGETATION CONTROL (MINOR CONCRETE) SQYD 200.0000 6,000.00 0.000 0.00 089 PIPE HANDRAILING (POST TYPE) LF 113.0000 2,825.00 0.000 0.00 090 TRANSITION RAILING (TYPE WB) EA 4,000.0000 104,000.00 21.000 84,000.00 091 END CAP (TYPE A) EA 225.0000 900.00 2.000 450.00 092 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 22,500.00 22.000 16,500.00 093 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 73,500.00 28.000 58,800.00 094 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 13,510.00 0.000 0.00 095 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.4000 167,600.00 0.000 0.00 096 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 15,420.00 0.000 0.00 097 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.0000 4,340.00 0.000 0.00 (BROKEN 17-7) 098 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.3000 44,700.00 0.000 0.00 (BROKEN 36-12) 099 PAVEMENT MARKER (NON-REFLECTIVE- EA 25.0000 18,500.00 0.000 0.00 RECESSED) 100 PAVEMENT MARKER EA 8.7500 62,912.50 0.000 0.00 (RETROREFLECTIVE-RECESSED) 101 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.500 500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 102 HIGHWAY ADVISORY RADIO SYSTEM LS 200,000.0000 200,000.00 0.890 178,000.00 103 TRAFFIC MONITORING STATION LS 115,000.0000 115,000.00 0.680 78,200.00 PROGRAM CAS145 PAGE 5 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CLOSED CIRCUIT TELEVISION SYSTEM LS 200,000.0000 200,000.00 0.970 194,000.00 105 ROADSIDE WEATHER INFORMATION SYSTEM LS 175,000.0000 175,000.00 0.360 63,000.00 106 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 107 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 180,400.00 886.000 3,544.00 20,395.000 81,580.00 108 REMOVE CONCRETE DECK SURFACE SQFT 3.5000 42,588.00 14,068.000 49,238.00 109 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 1.000 35,000.00 110 JOINT SEAL ASSEMBLY (MR 9") LF 2,000.0000 78,000.00 39.000 78,000.00 39.000 78,000.00 PROGRAM CAS145 PAGE 6 DATE 09/19/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C4504 TIME 04:00 PM ESTIMATE NO. 20 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 09/17/12 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 09/19/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,008,506.75 16,040,156.70 ADJUSTMENT OF COMPENSATION 485,443.86 1,241,123.78 EXTRA WORK 631.49 116,585.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,494,582.10 17,397,865.91 111 MOBILIZATION LS 0.0000 1,000,000.00 0.050 50,000.00 1.000 1,000,000.00 ORIGINAL CONTRACT AMOUNT 30,051,593.10 TOTAL WORK COMPLETED 5,544,582.10 18,397,865.91 MATERIALS ON HAND ON SITE 95,938.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 5,544,582.10 18,463,804.15 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 08/01/13 166 218 -15 0 60% 58% PROGRESS IS SATISFACTORY BADE, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/19/12