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 07/22/11 EST. NO.02 TIME 01:10 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 0003 756.73 E.W. @ F.A.(+) 062911 N 010030 0004 711.61 063011 N 010040 0005 682.10 070111 N 010050 0006 1,105.42 070511 N 010060 0007 2,082.45 070711 N 010070 0008 358.04 070811 N 010080 004 0002 750.00 E.W. @ F.A.(+) 060111 N 040020 0003 750.00 060111 N 040030 006 0001 13,765.38 E.W. @ F.A.(+) 060811 N 060010 008 0001 202.06 E.W. @ F.A.(+) 060111 N 080010 0002 173.80 060111 N 8002 0 0003 2,819.18 060111 N 8003 0 0004 191.09 061411 N 080040 0005 95.54 061411 N 080050 0006 289.58 061411 N 080060 0007 275.79 061611 N 8007 0 0008 933.90 061611 N 080080 0009 147.23 062011 N 080090 0010 719.21 062011 N 080100 011 0001 159.84 E.W. @ F.A.(+) 052611 N 110010 0002 532.06 052611 N 110020 0003 428.55 061411 N 110030 012 0002 290.91 E.W. @ F.A.(+) 060111 N 120020 0003 200.92 060211 N 120030 013 0001 736.50 E.W. @ F.A.(+) 062211 N 130010 0002 88.97 062411 N 130020 0003 419.31 062411 N 130030 0004 416.60 070511 N 130040 30,082.77 TOTAL THIS ESTIMATE 4,572.67 TOTAL PREVIOUS ESTIMATE 34,655.44 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 07/22/11 EST. NO.02 TIME 01:10 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 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 01:10 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/22/11 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250.00 0.250 1,250.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 150,000.00 20.000 20,000.00 37.000 37,000.00 03 CONSTRUCTION SITE MANAGEMENT LS 8,500.0000 8,500.00 0.120 1,020.00 0.230 1,955.00 04 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.070 210.00 0.570 1,710.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.3000 6,003.00 182.000 418.60 06 TEMPORARY GRAVEL BAG BERM LF 5.1000 561.00 0.000 0.00 07 TEMPORARY COVER SQYD 2.0000 3,460.00 0.000 0.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 4,300.00 7.000 700.00 7.000 700.00 09 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 3,470.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,400.0000 2,400.00 0.110 264.00 11 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 12 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.050 1,000.00 0.430 8,600.00 13 TRAFFIC CONTROL SYSTEM LS 320,000.0000 320,000.00 0.120 38,400.00 0.230 73,600.00 14 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,306.00 0.000 0.00 15 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.1300 31,330.00 0.000 0.00 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 16,000.0000 16,000.00 0.120 1,920.00 0.230 3,680.00 17 REMOVE CHAIN LINK FENCE LF 4.1000 1,558.00 768.000 3,148.80 18 REMOVE MARKER EA 21.0000 1,008.00 0.000 0.00 19 REMOVE METAL BEAM GUARD RAILING LF 3.1000 4,495.00 0.000 0.00 20 REMOVE ROADSIDE SIGN EA 50.0000 11,500.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE LF 20.0000 660.00 0.000 0.00 22 REMOVE CULVERT EA 920.0000 10,120.00 3.000 2,760.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 01:10 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 675.0000 6,750.00 0.000 0.00 24 REMOVE HEADWALL EA 550.0000 550.00 1.000 550.00 25 REMOVE DELINEATOR EA 25.0000 9,750.00 0.000 0.00 26 RECONSTRUCT METAL BEAM GUARD RAILING LF 19.0000 59,090.00 0.000 0.00 27 ADJUST UTILITY COVER TO GRADE EA 550.0000 21,450.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.8000 558,000.00 33,505.890 60,310.60 33,505.890 60,310.60 29 REMOVE CONCRETE CY 76.5000 3,901.50 0.000 0.00 30 CLEARING AND GRUBBING LS 8,100.0000 8,100.00 0.110 891.00 31 DEVELOP WATER SUPPLY LS 18,000.0000 18,000.00 0.110 1,980.00 32 ROADWAY EXCAVATION CY 17.1000 425,961.00 231.110 3,951.98 3,268.110 55,884.68 33 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 0.500 1,750.00 34 DITCH EXCAVATION CY 32.0000 12,160.00 0.000 0.00 35 IMPORTED MATERIAL (SHOULDER BACKING) TON 22.5000 190,800.00 0.000 0.00 36 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.5000 78,450.00 3,025.800 4,538.70 6,603.800 9,905.70 37 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 25,000.00 0.000 0.00 38 CLASS 2 AGGREGATE BASE CY 36.0000 511,200.00 1,106.600 39,837.60 2,843.900 102,380.40 39 SAND COVER TON 108.0000 34,560.00 0.000 0.00 40 ASPHALT-RUBBER BINDER TON 560.0000 459,200.00 0.000 0.00 41 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1.0000 53.00 0.000 0.00 42 SCREENINGS (HOT-APPLIED) TON 145.0000 568,400.00 0.000 0.00 43 HOT MIX ASPHALT TON 71.0000 8,591,000.00 10,976.200 779,310.20 10,976.200 779,310.20 44 RUMBLE STRIP STA 17.0000 20,740.00 0.000 0.00 45 DATA CORE LS 3,700.0000 3,700.00 0.000 0.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 1,280.00 0.000 0.00 47 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 3,100.00 0.000 0.00 48 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 7,300.00 0.000 0.00 49 PLACE HOT MIX ASPHALT SQYD 26.0000 3,380.00 0.000 0.00 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 01:10 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 TACK COAT TON 525.0000 16,800.00 5.000 2,625.00 5.000 2,625.00 51 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 56,200.00 2.160 2,160.00 9.540 9,540.00 F) 52 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 9,600.00 0.000 0.00 (0.063"-UNFRAMED) 53 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 19,570.00 0.000 0.00 (0.080"-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 18,630.00 0.000 0.00 (0.080"-FRAMED) 55 ROADSIDE SIGN - ONE POST EA 210.0000 33,600.00 0.000 0.00 56 ROADSIDE SIGN - TWO POST EA 230.0000 4,140.00 0.000 0.00 57 18" REINFORCED CONCRETE PIPE (CLASS II) LF 78.0000 117,780.00 371.000 28,938.00 58 14" X 23" OVAL SHAPED REINFORCED LF 105.0000 206,850.00 77.200 8,106.00 272.700 28,633.50 CONCRETE PIPE (CLASS II) 59 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 45.0000 450.00 0.000 0.00 (.064" THICK) 60 8" ENTRANCE TAPER EA 80.0000 80.00 0.000 0.00 61 8" ANCHOR ASSEMBLY EA 20.0000 40.00 0.000 0.00 62 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 125.0000 1,750.00 0.000 0.00 63 ROCK SLOPE PROTECTION CY 75.0000 10,500.00 0.000 0.00 (BACKING NO. 1, METHOD B) 64 ROCK SLOPE PROTECTION CY 90.0000 8,550.00 0.000 0.00 (BACKING NO. 3, METHOD B) 65 ROCK SLOPE PROTECTION FABRIC SQYD 3.6000 1,692.00 0.000 0.00 66 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 44,000.00 3.100 1,550.00 3.100 1,550.00 CONSTRUCTION) 67 MISCELLANEOUS IRON AND STEEL LB 1.5500 21,007.15 478.000 740.90 1,673.000 2,593.15 F) 68 CHAIN LINK FENCE (TYPE CL-6) LF 23.0000 8,740.00 0.000 0.00 69 SURVEY MONUMENT (TYPE A) EA 550.0000 8,250.00 0.000 0.00 70 DELINEATOR (CLASS 1) EA 67.0000 670.00 0.000 0.00 71 DELINEATOR (CLASS 2) EA 67.0000 32,830.00 0.000 0.00 72 MILEPOST MARKER EA 78.0000 2,184.00 0.000 0.00 73 MARKER (CULVERT) EA 52.0000 260.00 0.000 0.00 74 OBJECT MARKER (TYPE L-2) EA 52.0000 1,040.00 0.000 0.00 75 METAL BEAM GUARD RAILING (7' POST) LF 27.0000 6,750.00 0.000 0.00 76 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 23,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 01:10 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,800.00 0.000 0.00 78 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 7,800.00 0.000 0.00 79 ALTERNATIVE CRASH CUSHION EA 29,500.0000 29,500.00 0.000 0.00 80 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.8000 192,800.00 0.000 0.00 81 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5500 10,786.50 0.000 0.00 82 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 6.6000 22,110.00 0.000 0.00 83 PAVEMENT MARKER EA 9.5000 36,575.00 0.000 0.00 (RETROREFLECTIVE-RECESSED) 84 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 85 TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 0.000 0.00 86 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 87 TEMPORARY FENCE (TYPE ESA) LF 3.7500 525.00 0.000 0.00 88 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 425.00 51.300 256.50 67.300 336.50 89 TRAFFIC PLASTIC DRUM EA 56.0000 560.00 0.000 0.00 90 TEMPORARY RAILING (TYPE K) LF 26.0000 26,000.00 713.000 18,538.00 91 TEMPORARY CRASH CUSHION MODULE EA 275.0000 7,425.00 33.000 9,075.00 92 REMOVE CHAIN LINK GATE EA 135.0000 270.00 1.000 135.00 93 REMOVE BOLLARD EA 290.0000 580.00 2.000 580.00 94 REMOVE CRASH CUSHION EA 2,200.0000 8,800.00 4.000 8,800.00 95 RESET TEMPORARY RAILING (TYPE K) LF 6.7500 7,020.00 466.000 3,145.50 466.000 3,145.50 96 RESET TEMPORARY CRASH CUSHION EA 1,800.0000 3,600.00 2.000 3,600.00 2.000 3,600.00 97 BAR REINFORCING STEEL LB 1.5500 2,617.95 255.000 395.25 255.000 395.25 98 24' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 4,200.00 0.000 0.00 99 CRASH CUSHION MODULE, SAND FILLED EA 375.0000 6,000.00 0.000 0.00 00 LIGHTING (AREA) LS 41,000.0000 41,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4C0104 TIME 01:10 PM ESTIMATE NO. 02 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 07/20/11 R.E. NAME: HINTON, JOHN DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 977,028.23 1,268,533.88 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 30,082.77 34,655.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,007,111.00 1,303,189.32 01 MOBILIZATION LS 575,000.0000 575,000.00 0.500 287,500.00 0.500 287,500.00 ORIGINAL CONTRACT AMOUNT 13,890,804.10 TOTAL WORK COMPLETED 1,294,611.00 1,590,689.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 1,289,611.00 1,585,689.32 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 00/00/00 04/04/11 01/04/12 37 39 0 0 11% 25% PROGRESS IS SATISFACTORY HINTON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11