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 05/02/18 EST. NO. 013 TIME 02:26 PM R.E. NAME: LOADER, MARK 02-4F58U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/02/18 EST. NO. 013 TIME 02:26 PM R.E. NAME: LOADER, MARK 02-4F58U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 4/17 -1,000.00 003 RTN DEDUCT 4/17 1,000.00 004 PER LTR DATED 7/17 -5,000.00 006 RTN DEDUCT 7/17 5,000.00 007 PER LTR DATED 9/17 -1,000.00 008 PER LTR DATED 10/17 -1,000.00 009 RTN DEDUCT 9/17 1,000.00 009 RTN DEDUCT 10/17 1,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/02/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F58U4 TIME 02:26 PM ESTIMATE NO. 013 BID OPENING 11/01/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/18 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 05/02/18 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 02-SIS-5-R57.8/R58.5 ------------------------------ J.F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY NEAR HORNBROOK 17400 CLEAR CREEK RD FROM 0.3 MILE SOUTH OF KLAMATH REDDING CA 96049 RIVER ROAD UNDERCROSSING TO 0.5 MILE NORTH OF KLAMATH RIVER ROAD UNDERCROSSING FED. AID NO. ACIM-059-1(76E) BRIDGE STRENGTHENING AND RAIL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,800.0000 2,800.00 1.000 2,800 002 CONSTRUCTION AREA SIGNS LS 8,300.0000 8,300.00 0.612 5,079 003 TRAFFIC CONTROL SYSTEM LS 85,000.0000 85,000.00 0.571 48,535 004 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.2000 3,672.00 504.000 3,628 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3200 21,120.00 21,325.000 28,149 006 CHANNELIZER (SURFACE MOUNTED) EA 38.5000 10,010.00 249.000 9,586 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,000.0000 23,000.00 0.571 13,133 008 TEMPORARY RAILING (TYPE K) LF 14.6600 131,060.40 8,880.000 130,180 009 TEMPORARY CRASH CUSHION SYSTEM EA 6,800.0000 27,200.00 4.000 27,200 010 JOB SITE MANAGEMENT LS 16,000.0000 16,000.00 0.571 9,136 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 600.0000 600.00 1.000 600 012 TEMPORARY DRAINAGE INLET PROTECTION EA 740.0000 2,220.00 0.000 0 013 TEMPORARY FIBER ROLL LF 20.0000 4,400.00 220.000 4,400 014 TEMPORARY CONCRETE WASHOUT LS 4,755.0000 4,755.00 0.500 2,377 015 ASBESTOS COMPLIANCE PLAN LS 1,550.0000 1,550.00 1.000 1,550 016 ASBESTOS REMOVAL LS 37,850.0000 37,850.00 0.500 18,925 017 TREATED WOOD WASTE LB 0.9000 2,322.00 2,064.000 1,857 018 BIRD EXCLUSION LS 100,000.0000 100,000.00 0.850 85,000 019 RUMBLE STRIP PATCH (CONCRETE) SQYD 221.0000 11,492.00 60.910 13,461 020 REMOVE GUARDRAIL LF 12.0000 2,640.00 213.000 2,556 021 REMOVE PAINTED TRAFFIC STRIPE LF 1.4500 2,320.00 2,480.000 3,596 022 REMOVE PAINTED PAVEMENT MARKING SQFT 9.0000 4,536.00 225.000 2,025 PROGRAM CAS145 PAGE 2 DATE 05/02/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F58U4 TIME 02:26 PM ESTIMATE NO. 013 BID OPENING 11/01/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/18 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 05/02/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 19,125.00 5,604.000 14,010 024 REMOVE PAVEMENT MARKER EA 6.0000 366.00 58.000 348 025 SALVAGE METAL BRIDGE RAILING LF 1.0000 4,606.00 2,304.000 2,304 026 RECONSTRUCT GUARDRAIL LF 26.5000 13,515.00 260.000 6,890 027 RECONSTRUCT GUARDRAIL (9' POST) LF 90.0000 6,750.00 0.000 0 028 RECONSTRUCT TERMINAL SYSTEM EA 3,006.0000 6,012.00 1.000 3,006 029 RECONSTRUCT TRANSITION RAILING EA 4,090.0000 28,630.00 4.000 16,360 030 RECONSTRUCT END ANCHOR (TYPE SFT) EA 902.0000 1,804.00 1.000 902 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 50.5000 10,100.00 0.000 0 032 REMOVE CONCRETE BARRIER LF 295.0000 7,375.00 0.000 0 033 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0000 5,245.00 2,623.000 2,623 034 FURNISH POLYESTER CONCRETE OVERLAY CF 103.0000 45,011.00 219.000 22,557 035 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.6000 13,637.00 2,623.000 6,819 (F) 036 CARBON FIBER REINFORCED POLYMER LF 30.0000 333,930.00 5,034.000 151,020 STRIP (DECK) 037 CARBON FIBER REINFORCED POLYMER SQFT 11.4500 104,195.00 0.000 0 SHEET (EXTERIOR) 038 CARBON FIBER REINFORCED POLYMER SQFT 12.0000 45,636.00 0.000 0 SHEET (INTERIOR) 039 ACCESS OPENING, SOFFIT EA 2,000.0000 32,000.00 16.000 32,000 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 195,000.0000 195,000.00 1.000 195,000 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 545,000.0000 545,000.00 0.500 272,500 042 DEVELOP WATER SUPPLY LS 9,600.0000 9,600.00 1.000 9,600 043 CLASS 2 AGGREGATE BASE (CY) CY 705.0000 4,935.00 5.000 3,525 044 HOT MIX ASPHALT (TYPE A) TON 935.0000 63,580.00 14.000 13,090 045 MINOR HOT MIX ASPHALT TON 1,366.0000 5,464.00 4.000 5,464 046 SHOULDER RUMBLE STRIP STA 288.0000 2,592.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 047 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 38.5400 9,249.60 233.000 8,979 048 PLACE HOT MIX ASPHALT SQYD 475.0000 4,750.00 17.000 8,075 (MISCELLANEOUS AREA) 049 SHOULDER RUMBLE STRIP STA 360.0000 4,320.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) PROGRAM CAS145 PAGE 3 DATE 05/02/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F58U4 TIME 02:26 PM ESTIMATE NO. 013 BID OPENING 11/01/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/18 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 05/02/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RAIL ELEMENT WALL SQFT 60.0000 6,000.00 100.000 6,000 051 STRUCTURAL CONCRETE, BRIDGE CY 4,200.0000 29,400.00 3.500 14,700 (F) 052 STRUCTURAL CONCRETE, BRIDGE CY 886.0000 287,950.00 176.000 155,936 (F) (POLYMER FIBER) 053 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,555.0000 82,415.00 53.000 82,415 (F) 054 AGGREGATE BASE (APPROACH SLAB) CY 1,355.0000 36,585.00 11.900 16,124 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,010.0000 260,580.00 130.000 131,300 (TYPE R) 056 DRILL AND BOND DOWEL LF 80.0000 28,800.00 180.000 14,400 057 CLEAN EXPANSION JOINT LF 55.0000 10,835.00 0.000 0 058 NEOPRENE GLAND (WABO STRIP SEAL LF 410.0000 16,810.00 0.000 0 SE-400) 059 NEOPRENE GLAND (WABO STRIP SEAL LF 225.0000 27,450.00 0.000 0 SE-500) 060 FABRICATED STRIP SEAL LF 2,150.0000 8,600.00 0.000 0 (WABO TYPE M) 061 FABRICATED STRIP SEAL LF 2,500.0000 10,000.00 0.000 0 (WABO TYPE R) 062 JOINT SEAL (MR 1/2") LF 35.0000 6,160.00 0.000 0 063 JOINT SEAL (MR 2") LF 490.0000 20,580.00 0.000 0 064 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 150,672.00 50,000.000 75,000 (F) (BRIDGE) 065 BAR REINFORCING STEEL (STAINLESS LB 6.0000 11,154.00 930.000 5,580 (F) STEEL) 066 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 83.0000 4,980.00 64.000 5,312 (.079" THICK) 067 8" ENTRANCE TAPER EA 2,200.0000 4,400.00 2.000 4,400 068 8" ANCHOR ASSEMBLY EA 855.0000 4,275.00 5.000 4,275 069 MINOR CONCRETE (MISCELLANEOUS CY 2,275.0000 4,550.00 2.000 4,550.00 2.000 4,550 CONSTRUCTION) 070 OBJECT MARKER (TYPE P) EA 90.0000 360.00 0.000 0 071 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 42.0000 9,240.00 213.000 8,946 072 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,500.0000 3,000.00 1.000 1,500 073 CONCRETE BARRIER (TYPE 60) LF 1,115.0000 14,495.00 0.000 0 074 CONCRETE BARRIER (TYPE 736) LF 150.0000 709,950.00 2,366.500 354,975 (F) 075 THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 11,388.00 0.000 0 (SPRAYABLE) 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 16.0000 3,680.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/02/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F58U4 TIME 02:26 PM ESTIMATE NO. 013 BID OPENING 11/01/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/18 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 05/02/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,400.0000 2,400.00 0.500 1,200.00 1.000 2,400 SYSTEM ELEMENTS DURING CONSTRUCTION 078 MODIFYING EXISTING ELECTRICAL SYSTEM LS 68,000.0000 68,000.00 0.840 57,120.00 0.840 57,120 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 080 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 204,000.00 146.000 87,600 PROGRAM CAS145 PAGE 5 DATE 05/02/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F58U4 TIME 02:26 PM ESTIMATE NO. 013 BID OPENING 11/01/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/18 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 05/02/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 62,870.00 2,221,384.03 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 50,877.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 62,870.00 2,272,261.92 081 MOBILIZATION LS 296,000.0000 296,000.00 1.000 296,000 ORIGINAL CONTRACT AMOUNT 4,359,984.00 TOTAL WORK COMPLETED 62,870.00 2,568,261.92 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 62,870.00 2,568,261.92 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 01/11/17 340 02/07/17 02/07/17 07/30/18 150 148 8 0 57% 43% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 05/02/18