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 07/24/12 EST. NO.14 TIME 10:44 AM R.E. NAME: HINTON, JOHN 02-4C0104 --------------------------------------------------------------------------- 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 0085 643.97 E.W. @ F.A.(+) 050712 N 779859 0086 245.62 050812 N 03 0 0087 429.83 051412 N 004 0 0088 521.17 051512 N 005 0 0089 1,091.01 051612 N 006 0 0090 321.99 051712 N 007 0 0091 855.55 052112 N 008 0 0092 650.89 052212 N 009 0 0094 92.44 052412 N 011 0 0096 859.06 060612 N 013 0 0097 1,485.25 060712 N 014 0 0098 569.74 060812 N 015 0 0099 827.75 052312 N 787029 0100 1,210.05 061812 N 0020 0 0101 1,470.19 062512 N 0021 0 0102 674.57 061912 N 0022 0 0103 858.22 062012 N 0023 0 0104 919.41 062112 N 0024 0 0105 337.72 062212 N 0025 0 0106 1,470.19 062612 N 0026 0 0107 1,470.19 062712 N 0027 0 0108 1,470.19 062812 N 0028 0 0109 1,175.48 062912 N 0029 0 0110 1,045.31 061112 N 0030 0 0111 1,421.34 061212 N 0031 0 0112 1,470.19 061312 N 0032 0 0113 1,378.28 061412 N 0033 0 0114 1,240.29 070212 N 0034 0 0115 796.82 070312 N 0035 0 0116 790.78 070512 N 0036 0 0117 459.98 070612 N 0037 0 0120 1,470.19 070912 N 0039 0 0121 1,421.21 071012 N 0040 0 0122 1,470.19 071112 N 0041 0 0123 1,470.19 071212 N 0042 0 0124 581.70 071312 N 0043 0 0125 919.41 071612 N 0044 0 021 0006 143,229.39 A.C. @ U.P.(+) 070212 N 791513 178,815.75 TOTAL THIS ESTIMATE 1,005,103.13 TOTAL PREVIOUS ESTIMATE 1,183,918.88 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 07/24/12 EST. NO.14 TIME 10:44 AM R.E. NAME: HINTON, JOHN 02-4C0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSP. -5,000.00 02 UDBE LETTER 8/11 -301,905.92 04 RTN UDBE VIOLATION 301,905.92 06 SWPPP REPORT & COMPL -87,027.18 14 -87,027.18 -92,027.18 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/11 -10,000.00 04 PER LTR DATED 9/11 -10,000.00 05 PER LTR DATED 10/11 -10,000.00 06 RTN DEDUCT 8/11 10,000.00 06 RETURN DEDUCT 9/11 10,000.00 07 RETURN DEDUCT 10/11 10,000.00 07 0.00 0.00 TOTAL DEDUCTIONS -87,027.18 -92,027.18 PROGRAM CAS145 PAGE 1 DATE 07/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:44 AM ESTIMATE NO. 14 BID OPENING 12/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/24/12 LOCATION PROGRESS ESTIMATE 02-SIS-97-40.1/54.1 ----------------- KLAMATH PACIFIC IN SISKIYOU COUNTY AT AND NEAR 2918 EDISON AVENUE MACDOEL FROM JUNIPER KNOLL ROAD KLAMATH FALLS OR 97603 TO OREGON STATE LINE FED. AID NO. NH-P097(40)E COLD PLANE AC APPLY RUBBER SEAL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.500 2,500.00 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 150,000.00 15.000 15,000.00 112.000 112,000.00 003 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.814 6,919.00 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.734 2,202.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.3000 6,003.00 547.000 1,258.10 006 TEMPORARY GRAVEL BAG BERM LF 5.1000 561.00 0.000 0.00 007 TEMPORARY COVER SQYD 2.0000 3,460.00 0.000 0.00 008 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 4,300.00 20.000 2,000.00 009 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,470.00 0.900 0.90 11,254.900 11,254.90 (POLYMER STABILIZED FIBER MATRIX) 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,400.0000 2,400.00 0.774 1,857.60 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 012 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.027 540.00 0.621 12,420.00 013 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 0.814 260,480.00 014 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,306.00 1,387.500 3,607.50 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1300 31,330.00 192,741.500 25,056.40 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.814 13,024.00 017 REMOVE CHAIN LINK FENCE LF 4.1000 1,558.00 768.000 3,148.80 018 REMOVE MARKER EA 21.0000 1,008.00 0.000 0.00 019 REMOVE METAL BEAM GUARD RAILING LF 3.1000 4,495.00 38.000 117.80 020 REMOVE ROADSIDE SIGN EA 50.0000 11,500.00 96.000 4,800.00 021 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 660.00 33.000 660.00 022 REMOVE CULVERT EA 920.0000 10,120.00 -2.030 -1,867.60 10.000 9,200.00 PROGRAM CAS145 PAGE 2 DATE 07/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:44 AM ESTIMATE NO. 14 BID OPENING 12/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 675.0000 6,750.00 -2.000 -1,350.00 4.000 2,700.00 024 REMOVE HEADWALL EA 550.0000 550.00 1.000 550.00 025 REMOVE DELINEATOR EA 25.0000 9,750.00 384.000 9,600.00 026 RECONSTRUCT METAL BEAM GUARD RAILING LF 19.0000 59,090.00 3,024.000 57,456.00 027 ADJUST UTILITY COVER TO GRADE EA 550.0000 21,450.00 10.000 5,500.00 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 558,000.00 295,169.060 531,304.31 029 REMOVE CONCRETE CY 76.5000 3,901.50 2.700 206.55 5.940 454.41 030 CLEARING AND GRUBBING LS 8,100.0000 8,100.00 0.930 7,533.00 031 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 0.650 11,700.00 032 ROADWAY EXCAVATION CY 17.1000 425,961.00 2,617.000 44,750.70 8,343.110 142,667.18 033 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.916 3,206.00 034 DITCH EXCAVATION CY 32.0000 12,160.00 0.000 0.00 035 IMPORTED MATERIAL (SHOULDER BACKING) TON 22.5000 190,800.00 5,729.280 128,908.80 036 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 78,450.00 6,038.000 9,057.00 13,871.000 20,806.50 037 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 25,000.00 2.860 14,300.00 038 CLASS 2 AGGREGATE BASE CY 36.0000 511,200.00 1,610.000 57,960.00 5,004.600 180,165.60 039 SAND COVER TON 108.0000 34,560.00 467.470 50,486.76 040 ASPHALT-RUBBER BINDER TON 560.0000 459,200.00 642.530 359,816.80 041 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1.0000 53.00 40.232 40.23 042 SCREENINGS (HOT-APPLIED) TON 145.0000 568,400.00 4,156.660 602,715.70 043 HOT MIX ASPHALT TON 71.0000 8,591,000.00 1,495.880 106,207.48 93,968.790 6,671,784.09 044 RUMBLE STRIP STA 17.0000 20,740.00 0.000 0.00 045 DATA CORE LS 3,700.0000 3,700.00 0.000 0.00 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,280.00 0.000 0.00 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,100.00 0.000 0.00 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 7,300.00 0.000 0.00 049 PLACE HOT MIX ASPHALT SQYD 26.0000 3,380.00 58.000 1,508.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 07/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:44 AM ESTIMATE NO. 14 BID OPENING 12/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 525.0000 16,800.00 1.499 786.98 120.453 63,237.83 051 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 56,200.00 15.450 15,450.00 67.940 67,940.00 (F) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,600.00 276.200 4,419.20 (0.063"-UNFRAMED) 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 19,570.00 974.800 18,521.20 (0.080"-UNFRAMED) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 18,630.00 605.400 16,345.80 (0.080"-FRAMED) 055 ROADSIDE SIGN - ONE POST EA 210.0000 33,600.00 70.000 14,700.00 056 ROADSIDE SIGN - TWO POST EA 230.0000 4,140.00 9.000 2,070.00 057 18" REINFORCED CONCRETE PIPE (CLASS II) LF 78.0000 117,780.00 55.800 4,352.40 1,236.000 96,408.00 058 14" X 23" OVAL SHAPED REINFORCED LF 105.0000 206,850.00 891.800 93,639.00 1,707.500 179,287.50 CONCRETE PIPE (CLASS II) 059 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 450.00 0.000 0.00 (.064" THICK) 060 8" ENTRANCE TAPER EA 80.0000 80.00 0.000 0.00 061 8" ANCHOR ASSEMBLY EA 20.0000 40.00 0.000 0.00 062 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 125.0000 1,750.00 0.000 0.00 063 ROCK SLOPE PROTECTION CY 75.0000 10,500.00 188.000 14,100.00 (BACKING NO. 1, METHOD B) 064 ROCK SLOPE PROTECTION CY 90.0000 8,550.00 10.000 900.00 (BACKING NO. 3, METHOD B) 065 ROCK SLOPE PROTECTION FABRIC SQYD 3.6000 1,692.00 267.000 961.20 066 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 44,000.00 21.410 10,705.00 CONSTRUCTION) 067 MISCELLANEOUS IRON AND STEEL LB 1.5500 21,007.15 2,126.000 3,295.30 8,783.000 13,613.65 (F) 068 CHAIN LINK FENCE (TYPE CL-6) LF 23.0000 8,740.00 977.000 22,471.00 069 SURVEY MONUMENT (TYPE A) EA 550.0000 8,250.00 0.000 0.00 070 DELINEATOR (CLASS 1) EA 67.0000 670.00 0.000 0.00 071 DELINEATOR (CLASS 2) EA 67.0000 32,830.00 482.000 32,294.00 072 MILEPOST MARKER EA 78.0000 2,184.00 0.000 0.00 073 MARKER (CULVERT) EA 52.0000 260.00 0.000 0.00 074 OBJECT MARKER (TYPE L-2) EA 52.0000 1,040.00 0.000 0.00 075 METAL BEAM GUARD RAILING (7' POST) LF 27.0000 6,750.00 250.000 6,750.00 076 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 23,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:44 AM ESTIMATE NO. 14 BID OPENING 12/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 5.000 4,000.00 078 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 2.000 5,200.00 079 ALTERNATIVE CRASH CUSHION EA 29,500.0000 29,500.00 0.000 0.00 080 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8000 192,800.00 0.000 0.00 081 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5500 10,786.50 0.000 0.00 082 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.6000 22,110.00 0.000 0.00 083 PAVEMENT MARKER EA 9.5000 36,575.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.650 975.00 SYSTEM ELEMENTS DURING CONSTRUCTION 085 TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 0.670 5,025.00 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 087 TEMPORARY FENCE (TYPE ESA) LF 3.7500 525.00 130.000 487.50 088 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 425.00 67.300 336.50 089 TRAFFIC PLASTIC DRUM EA 56.0000 560.00 0.000 0.00 090 TEMPORARY RAILING (TYPE K) LF 26.0000 26,000.00 713.000 18,538.00 091 TEMPORARY CRASH CUSHION MODULE EA 275.0000 7,425.00 33.000 9,075.00 092 REMOVE CHAIN LINK GATE EA 135.0000 270.00 1.000 135.00 093 REMOVE BOLLARD EA 290.0000 580.00 2.000 580.00 094 REMOVE CRASH CUSHION EA 2,200.0000 8,800.00 4.000 8,800.00 095 RESET TEMPORARY RAILING (TYPE K) LF 6.7500 7,020.00 466.000 3,145.50 096 RESET TEMPORARY CRASH CUSHION EA 1,800.0000 3,600.00 1.000 1,800.00 097 BAR REINFORCING STEEL LB 1.5500 2,617.95 830.000 1,286.50 098 24' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 2.000 4,200.00 099 CRASH CUSHION MODULE, SAND FILLED EA 375.0000 6,000.00 16.000 6,000.00 100 LIGHTING (AREA) LS 41,000.0000 41,000.00 1.000 41,000.00 PROGRAM CAS145 PAGE 5 DATE 07/24/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:44 AM ESTIMATE NO. 14 BID OPENING 12/14/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/24/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 348,028.71 9,953,017.86 ADJUSTMENT OF COMPENSATION 143,229.39 943,553.22 EXTRA WORK 35,586.36 240,365.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 526,844.46 11,136,936.74 101 MOBILIZATION LS 575,000.0000 575,000.00 1.000 575,000.00 ORIGINAL CONTRACT AMOUNT 13,890,804.10 TOTAL WORK COMPLETED 526,844.46 11,711,936.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -87,027.18 -92,027.18 TOTAL 439,817.28 11,619,909.56 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 02/16/11 150 05/16/11 04/04/11 10/17/12 111 214 19 0 76% 66% PROGRESS IS SATISFACTORY HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/12