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 05/17/13 EST. NO.21 TIME 03:15 PM 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 0171 1,959.67 E.W. @ F.A.(+) 090712 N 327 0 0172 491.24 091212 N 400 0 0173 950.01 091712 N 401 0 0207 3,591.10 100712 N 421 0 0212 612.94 110112 N 440 0 0213 489.47 110212 N 441 0 0217 3,596.40 111412 N 445 0 0243 568.15 060812 N 853209 0253 3,278.41 092912 N 901 0 0256 468.78 100312 N 882102 004 0006 750.00 E.W. @ F.A.(+) 060512 N 869766 005 0001 296.67 E.W. @ F.A.(+) 111912 N 007 0 011 0008 331.60 E.W. @ F.A.(+) 062612 N 865381 0009 581.94 052711 N 882113 012 0016 2,340.78 E.W. @ F.A.(+) 061312 N 0037 0 0018 2,684.92 061412 N 0039 0 0019 1,091.86 071812 N 0040 0 0044 513.04 091812 N 307 0 0047 1,301.60 111512 N 902 0 0056 763.66 092212 N 858676 0058 1,333.76 111412 N 858974 0061 3,791.68 091212 N 869650 0067 956.39 091912 N 871120 0068 1,655.49 091212 N 800 0 0070 4,218.53 091212 N 872062 0071 1,780.79 091212 N 872283 0072 1,356.47 091312 N 873737 0073 121.10 061312 N 875695 0074 191.71 071912 N 877029 0075 994.71 101612 N 877144 0076 563.99 112712 N 877341 0077 425.47 120412 N 877346 0078 853.78 120612 N 877351 0079 600.62 080712 N 882111 0080 800.98 073112 N 882368 013 0020 170.05 E.W. @ F.A.(+) 051512 N 1320 0 0021 100.12 051512 N 871449 0023 1,105.78 112712 N 871461 015 0005 477.12 E.W. @ F.A.(+) 071312 N 0042 0 0008 3,312.05 080612 N 141 0 020 0012 2,970.06 E.W. @ F.A.(+) 051712 N 869880 0013 4,974.51 031012 N 882105 021 0017 25,498.94 E.W. @ F.A.(+) 090512 N 2101 0 0018 1,291.98 050812 N 875672 022 0002 238.10 E.W. @ F.A.(+) 051712 N 804647 0004 784.84 111912 N 1001 0 0007 5,072.82 092112 N 869375 0010 6,416.72 092012 N 869914 023 0008 1,808.68 E.W. @ F.A.(+) 102912 N 603 0 0010 2,544.62 103112 N 605 0 0011 1,808.68 103012 N 845557 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/17/13 EST. NO.21 TIME 03:15 PM 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 --------------------------------------------------------------------------- 0013 3,226.35 110212 N 607 0 0016 1,238.98 110112 N 999 0 0017 1,016.67 102812 N 400 0 0019 19,217.65 102012 N 871828 026 0002 8,074.51 E.W. @ F.A.(+) 110612 N 800 0 0004 2,835.76 111312 N 802 0 0005 2,170.33 111412 N 803 0 0010 934.87 111512 N 807 0 0014 23,799.13 110712 N 878309 0015 9,846.37 111412 N 878989 0016 1,870.88 111312 N 878991 179,114.28 TOTAL THIS ESTIMATE 1,653,716.73 TOTAL PREVIOUS ESTIMATE 1,832,831.01 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 05/17/13 EST. NO.21 TIME 03:15 PM 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 RETURN SWPPP RPT+COM 87,027.18 15 RESTAKING CHARGE -4,168.85 16 MISSING FNL CEM4401 -10,000.00 19 RECEIVED FNL CEM4401 10,000.00 21 10,000.00 -9,168.85 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 15 RECEIVED FHWA 1391 10,000.00 17 MISSING CEM2402F -10,000.00 19 0.00 -10,000.00 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 CERTIFIED PAYROLLS -4,000.00 19 CERTIFIED PAYROLLS 4,000.00 21 4,000.00 0.00 LIQUIDATED DAMAGES 21 DAYS @ $8300/DAY -174,300.00 18 RTN 21DYS @ $8300/DY 174,300.00 19 0.00 0.00 TOTAL DEDUCTIONS 14,000.00 -19,168.85 PROGRAM CAS145 PAGE 1 DATE 05/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 03:15 PM ESTIMATE NO. 21 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 12/21/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 05/17/13 LOCATION RERUN SEMI-FINAL 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 150,000.00 172.000 172,000 003 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 1.000 8,500 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.3000 6,003.00 3,572.000 8,215 006 TEMPORARY GRAVEL BAG BERM LF 5.1000 561.00 110.000 561 007 TEMPORARY COVER SQYD 2.0000 3,460.00 0.000 0 008 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 4,300.00 43.000 4,300 009 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,470.00 11,254.900 11,254 (POLYMER STABILIZED FIBER MATRIX) 010 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,400.0000 2,400.00 1.000 2,400 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 3.000 6,000 012 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 013 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 1.000 320,000 014 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,306.00 1,851.500 4,813 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1300 31,330.00 214,157.500 27,840 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 1.000 16,000 017 REMOVE CHAIN LINK FENCE LF 4.1000 1,558.00 768.000 3,148 018 REMOVE MARKER EA 21.0000 1,008.00 34.000 714 019 REMOVE METAL BEAM GUARD RAILING LF 3.1000 4,495.00 1,401.000 4,343 020 REMOVE ROADSIDE SIGN EA 50.0000 11,500.00 230.000 11,500 021 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 660.00 33.000 660 022 REMOVE CULVERT EA 920.0000 10,120.00 17.000 15,640 PROGRAM CAS145 PAGE 2 DATE 05/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 03:15 PM ESTIMATE NO. 21 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 12/21/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 05/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 675.0000 6,750.00 10.000 6,750 024 REMOVE HEADWALL EA 550.0000 550.00 1.000 550 025 REMOVE DELINEATOR EA 25.0000 9,750.00 384.000 9,600 026 RECONSTRUCT METAL BEAM GUARD RAILING LF 19.0000 59,090.00 3,074.000 58,406 027 ADJUST UTILITY COVER TO GRADE EA 550.0000 21,450.00 42.000 23,100 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 558,000.00 295,169.060 531,304 029 REMOVE CONCRETE CY 76.5000 3,901.50 51.000 3,901 030 CLEARING AND GRUBBING LS 8,100.0000 8,100.00 1.000 8,100 031 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 1.000 18,000 032 ROADWAY EXCAVATION CY 17.1000 425,961.00 28,145.110 481,281 033 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 034 DITCH EXCAVATION CY 32.0000 12,160.00 0.000 0 035 IMPORTED MATERIAL (SHOULDER BACKING) TON 22.5000 190,800.00 6,304.770 141,857 036 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 78,450.00 57,903.800 86,855 037 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 25,000.00 9.930 49,650 038 CLASS 2 AGGREGATE BASE CY 36.0000 511,200.00 15,763.390 567,482 039 SAND COVER TON 108.0000 34,560.00 467.470 50,486 040 ASPHALT-RUBBER BINDER TON 560.0000 459,200.00 642.530 359,816 041 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1.0000 53.00 40.232 40 042 SCREENINGS (HOT-APPLIED) TON 145.0000 568,400.00 4,156.660 602,715 043 HOT MIX ASPHALT TON 71.0000 8,591,000.00 108,896.010 7,731,616 044 RUMBLE STRIP STA 17.0000 20,740.00 1,220.000 20,740 045 DATA CORE LS 3,700.0000 3,700.00 1.000 3,700 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,280.00 614.000 1,228 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,100.00 1,445.000 2,890 048 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 7,300.00 3,590.000 7,180 049 PLACE HOT MIX ASPHALT SQYD 26.0000 3,380.00 257.000 6,682 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 05/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 03:15 PM ESTIMATE NO. 21 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 12/21/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 05/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 525.0000 16,800.00 129.409 67,939 051 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 56,200.00 97.400 97,400 (F) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,600.00 600.000 9,600 (0.063"-UNFRAMED) 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 19,570.00 1,030.000 19,570 (0.080"-UNFRAMED) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 18,630.00 690.000 18,630 (0.080"-FRAMED) 055 ROADSIDE SIGN - ONE POST EA 210.0000 33,600.00 152.000 31,920 056 ROADSIDE SIGN - TWO POST EA 230.0000 4,140.00 18.000 4,140 057 18" REINFORCED CONCRETE PIPE (CLASS II) LF 78.0000 117,780.00 1,394.600 108,778 058 14" X 23" OVAL SHAPED REINFORCED LF 105.0000 206,850.00 1,722.600 180,873 CONCRETE PIPE (CLASS II) 059 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 450.00 0.000 0 (.064" THICK) 060 8" ENTRANCE TAPER EA 80.0000 80.00 0.000 0 061 8" ANCHOR ASSEMBLY EA 20.0000 40.00 0.000 0 062 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 125.0000 1,750.00 0.000 0 063 ROCK SLOPE PROTECTION CY 75.0000 10,500.00 188.000 14,100 (BACKING NO. 1, METHOD B) 064 ROCK SLOPE PROTECTION CY 90.0000 8,550.00 71.000 6,390 (BACKING NO. 3, METHOD B) 065 ROCK SLOPE PROTECTION FABRIC SQYD 3.6000 1,692.00 267.000 961 066 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 44,000.00 115.020 57,510 CONSTRUCTION) 067 MISCELLANEOUS IRON AND STEEL LB 1.5500 21,007.15 13,543.000 20,991 (F) 068 CHAIN LINK FENCE (TYPE CL-6) LF 23.0000 8,740.00 977.000 22,471 069 SURVEY MONUMENT (TYPE A) EA 550.0000 8,250.00 15.000 8,250 070 DELINEATOR (CLASS 1) EA 67.0000 670.00 10.000 670 071 DELINEATOR (CLASS 2) EA 67.0000 32,830.00 490.000 32,830 072 MILEPOST MARKER EA 78.0000 2,184.00 28.000 2,184 073 MARKER (CULVERT) EA 52.0000 260.00 5.000 260 074 OBJECT MARKER (TYPE L-2) EA 52.0000 1,040.00 6.000 312 075 METAL BEAM GUARD RAILING (7' POST) LF 27.0000 6,750.00 250.000 6,750 076 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 23,400.00 334.700 21,755 PROGRAM CAS145 PAGE 4 DATE 05/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 03:15 PM ESTIMATE NO. 21 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 12/21/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 05/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 6.000 4,800 078 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 3.000 7,800 079 ALTERNATIVE CRASH CUSHION EA 29,500.0000 29,500.00 1.000 29,500 080 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8000 192,800.00 542.000 433.60 252,516.000 202,012 081 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5500 10,786.50 252.000 642.60 3,778.000 9,633 082 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.6000 22,110.00 4,573.000 30,181 083 PAVEMENT MARKER EA 9.5000 36,575.00 80.000 760.00 3,785.000 35,957 (RETROREFLECTIVE-RECESSED) 084 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 085 TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 1.000 7,500 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 TEMPORARY FENCE (TYPE ESA) LF 3.7500 525.00 130.000 487 088 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 425.00 67.300 336 089 TRAFFIC PLASTIC DRUM EA 56.0000 560.00 0.000 0 090 TEMPORARY RAILING (TYPE K) LF 26.0000 26,000.00 713.000 18,538 091 TEMPORARY CRASH CUSHION MODULE EA 275.0000 7,425.00 33.000 9,075 092 REMOVE CHAIN LINK GATE EA 135.0000 270.00 1.000 135 093 REMOVE BOLLARD EA 290.0000 580.00 2.000 580 094 REMOVE CRASH CUSHION EA 2,200.0000 8,800.00 4.000 8,800 095 RESET TEMPORARY RAILING (TYPE K) LF 6.7500 7,020.00 466.000 3,145 096 RESET TEMPORARY CRASH CUSHION EA 1,800.0000 3,600.00 2.000 3,600 097 BAR REINFORCING STEEL LB 1.5500 2,617.95 5,443.000 8,436 098 24' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 2.000 4,200 099 CRASH CUSHION MODULE, SAND FILLED EA 375.0000 6,000.00 16.000 6,000 100 LIGHTING (AREA) LS 41,000.0000 41,000.00 1.000 41,000 PROGRAM CAS145 PAGE 5 DATE 05/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 03:15 PM ESTIMATE NO. 21 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 12/21/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 05/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,836.20 12,590,833.27 ADJUSTMENT OF COMPENSATION 0.00 1,224,061.48 EXTRA WORK 179,114.28 608,769.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 180,950.48 14,423,664.28 101 MOBILIZATION LS 575,000.0000 575,000.00 1.000 575,000 ORIGINAL CONTRACT AMOUNT 13,890,804.10 TOTAL WORK COMPLETED 180,950.48 14,998,664.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 14,000.00 -19,168.85 TOTAL 194,950.48 14,979,495.43 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 02/16/11 150 05/16/11 04/04/11 12/21/12 172 259 22 0 100% 100% HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/17/13