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 11/28/12 EST. NO.18 TIME 10:24 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 --------------------------------------------------------------------------- 012 0036 3,847.58 E.W. @ F.A.(+) 051412 N 824841 0037 4,820.97 051512 N 824842 0043 618.10 091112 N 306 0 024 0002 -30,000.00 A.C. @ L.S.(-) 111912 N 2424 0 -20,713.35 TOTAL THIS ESTIMATE 1,347,515.01 TOTAL PREVIOUS ESTIMATE 1,326,801.66 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 11/28/12 EST. NO.18 TIME 10:24 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 RETURN SWPPP RPT+COM 87,027.18 15 RESTAKING CHARGE -4,168.85 16 0.00 -9,168.85 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 15 RECEIVED FHWA 1391 10,000.00 17 0.00 0.00 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 0.00 0.00 LIQUIDATED DAMAGES 21 DAYS @ $8300/DAY -174,300.00 18 -174,300.00 -174,300.00 TOTAL DEDUCTIONS -174,300.00 -183,468.85 PROGRAM CAS145 PAGE 1 DATE 11/28/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:24 AM ESTIMATE NO. 18 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 11/20/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/28/12 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 $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 150,000.00 167.000 167,000 003 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.990 8,415 004 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.734 2,202 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 2.3000 6,003.00 547.000 1,258 006 TEMPORARY GRAVEL BAG BERM LF 5.1000 561.00 0.000 0 007 TEMPORARY COVER SQYD 2.0000 3,460.00 0.000 0 008 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 4,300.00 20.000 2,000 009 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 0.990 2,376 011 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 012 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.726 14,520 013 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 0.990 316,800 014 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,306.00 1,851.500 4,813 015 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1300 31,330.00 192,741.500 25,056 016 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.990 15,840 017 REMOVE CHAIN LINK FENCE LF 4.1000 1,558.00 768.000 3,148 018 REMOVE MARKER EA 21.0000 1,008.00 0.000 0 019 REMOVE METAL BEAM GUARD RAILING LF 3.1000 4,495.00 1,401.000 4,343 020 REMOVE ROADSIDE SIGN EA 50.0000 11,500.00 146.000 7,300 021 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 11/28/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:24 AM ESTIMATE NO. 18 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 11/20/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/28/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 6,075 024 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 50.000 950.00 3,074.000 58,406 027 ADJUST UTILITY COVER TO GRADE EA 550.0000 21,450.00 32.000 17,600.00 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 27.740 2,122 030 CLEARING AND GRUBBING LS 8,100.0000 8,100.00 0.930 7,533 031 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 6,048.520 136,091 036 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 78,450.00 2,148.800 3,223.20 57,903.800 86,855 037 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 25,000.00 3.070 15,350.00 5.930 29,650 038 CLASS 2 AGGREGATE BASE CY 36.0000 511,200.00 -409.210 -14,731.56 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 -1,328.440 -94,319.24 106,736.840 7,578,315 044 RUMBLE STRIP STA 17.0000 20,740.00 52.000 884.00 105.130 1,787 045 DATA CORE LS 3,700.0000 3,700.00 1.000 3,700.00 1.000 3,700 046 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,280.00 614.000 1,228.00 614.000 1,228 047 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,100.00 -614.000 -1,228.00 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 11/28/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:24 AM ESTIMATE NO. 18 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 11/20/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/28/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 -15.850 -15,850.00 97.400 97,400 (F) 052 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,600.00 276.200 4,419 (0.063"-UNFRAMED) 053 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 19,570.00 974.800 18,521 (0.080"-UNFRAMED) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 18,630.00 605.400 16,345 (0.080"-FRAMED) 055 ROADSIDE SIGN - ONE POST EA 210.0000 33,600.00 70.000 14,700 056 ROADSIDE SIGN - TWO POST EA 230.0000 4,140.00 9.000 2,070 057 18" REINFORCED CONCRETE PIPE (CLASS II) LF 78.0000 117,780.00 108.600 8,470.80 1,394.600 108,778 058 14" X 23" OVAL SHAPED REINFORCED LF 105.0000 206,850.00 -6.300 -661.50 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 61.000 5,490.00 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 22.116 11,058.00 115.020 57,510 CONSTRUCTION) 067 MISCELLANEOUS IRON AND STEEL LB 1.5500 21,007.15 2,609.000 4,043.95 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 8,250.00 15.000 8,250 070 DELINEATOR (CLASS 1) EA 67.0000 670.00 0.000 0 071 DELINEATOR (CLASS 2) EA 67.0000 32,830.00 482.000 32,294 072 MILEPOST MARKER EA 78.0000 2,184.00 0.000 0 073 MARKER (CULVERT) EA 52.0000 260.00 0.000 0 074 OBJECT MARKER (TYPE L-2) EA 52.0000 1,040.00 0.000 0 075 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 21,755.50 334.700 21,755 PROGRAM CAS145 PAGE 4 DATE 11/28/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:24 AM ESTIMATE NO. 18 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 11/20/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/28/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 192,800.00 251,974.000 201,579.20 251,974.000 201,579 081 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5500 10,786.50 3,526.000 8,991.30 3,526.000 8,991 082 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.6000 22,110.00 4,573.000 30,181.80 4,573.000 30,181 083 PAVEMENT MARKER EA 9.5000 36,575.00 3,705.000 35,197.50 3,705.000 35,197 (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 1.000 1,800.00 2.000 3,600 097 BAR REINFORCING STEEL LB 1.5500 2,617.95 -34,645.000 -53,699.75 4,584.000 7,105 098 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 11/28/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 10:24 AM ESTIMATE NO. 18 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 11/20/12 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 11/28/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 199,263.20 12,317,345.36 ADJUSTMENT OF COMPENSATION -30,000.00 1,024,230.24 EXTRA WORK 9,286.65 302,571.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 178,549.85 13,644,147.02 101 MOBILIZATION LS 575,000.0000 575,000.00 1.000 575,000 ORIGINAL CONTRACT AMOUNT 13,890,804.10 TOTAL WORK COMPLETED 178,549.85 14,219,147.02 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -174,300.00 -183,468.85 TOTAL 4,249.85 14,035,678.17 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 12/01/12 172 224 22 0 90% 100% PROGRESS IS SATISFACTORY TAKING LD'S HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/12