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 11/02/16 EST. NO. 013 TIME 11:12 AM R.E. NAME: LOADER, MARK 02-4F6104 --------------------------------------------------------------------------- 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 11/02/16 EST. NO. 013 TIME 11:12 AM R.E. NAME: LOADER, MARK 02-4F6104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 12/15 -1,000.00 004 PER LTR DATED 1/16 -6,000.00 005 RTN DEDUCT 12/15 1,000.00 005 RTN DEDUCT 1/16 6,000.00 006 PER LTR DATED 5/16 -1,000.00 008 RTRN DEDUCT 5/16 1,000.00 010 PER LTR DATED 9/16 -2,000.00 012 PER LTR DATED 10/16 -1,000.00 013 -1,000.00 -3,000.00 TOTAL DEDUCTIONS -1,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 11/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6104 TIME 11:12 AM ESTIMATE NO. 013 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/02/16 LOCATION PROGRESS ESTIMATE 02-VAR ----------------- J. F. SHEA CONSTRUCTION, INC. IN SHASTA AND SISKIYOU COUNTIES ON P.O. BOX 494519 ROUTE 5 FROM HARTNELL AVENUE REDDING CA 96049 OVERCROSSING TO GIBSON ROAD OVERCROSSING AND ON ROUTE 5 FROM SISKIYOU ROAD OVERCROSSING TO FED. AID NO. NHP-000C(397)E POLYESTER CONCRETE OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.900 13,500 003 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000 004 TYPE III BARRICADE EA 65.0000 1,560.00 0.000 0 005 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.5000 9,125.00 4,481.000 11,202 006 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 13.5000 2,295.00 168.000 2,268 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,220.00 134.000 4,690 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 009 TEMPORARY RAILING (TYPE K) LF 43.0000 37,840.00 380.000 16,340 010 TEMPORARY CRASH CUSHION SYSTEM EA 3,700.0000 14,800.00 2.000 7,400 011 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 1.000 7,000 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 1.000 650 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 2,500.00 0.000 0 014 TEMPORARY FIBER ROLL LF 7.5000 3,000.00 0.000 0 015 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.000 0 016 TREATED WOOD WASTE LB 0.2500 1,532.50 5,092.900 1,273 017 PUBLIC SAFETY PLAN LS 1,100.0000 1,100.00 1.000 1,100 018 RAPID SETTING CONCRETE (PATCH) CF 40.0000 93,000.00 176.890 7,075 019 REMOVE CHAIN LINK FENCE LF 430.0000 2,580.00 6.000 2,580 020 REMOVE GUARDRAIL LF 6.0000 6,180.00 1,000.000 6,000 021 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 6,100.00 676.000 3,380 (WATER BLASTING) 022 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 2,850.00 1,611.100 24,166 PROGRAM CAS145 PAGE 2 DATE 11/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6104 TIME 11:12 AM ESTIMATE NO. 013 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 2,500.0000 2,500.00 0.000 0 024 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.6000 143,352.00 12,985.000 20,776.00 88,884.000 142,214 025 RECONSTRUCT GUARDRAIL LF 27.0000 18,090.00 787.500 21,262 026 RECONSTRUCT TRANSITION RAILING (LOW EA 1,500.0000 40,500.00 28.000 42,000 SPEED) 027 RESET ROADSIDE SIGN EA 330.0000 330.00 0.000 0 028 ADJUST DOWNDRAIN EA 500.0000 2,500.00 0.000 0 029 ADJUST GUARDRAIL LF 20.0000 6,800.00 270.000 5,400 030 MODIFY INLET EA 2,500.0000 2,500.00 2.000 5,000 031 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 18,800.00 293.000 5,860 032 REMOVE UNSOUND CONCRETE CF 170.0000 395,250.00 176.890 30,071 033 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 48,383.00 92,168.000 46,084 034 FURNISH POLYESTER CONCRETE OVERLAY CF 65.0000 449,345.00 6,982.270 453,847 035 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.8000 258,070.40 92,168.000 258,070 (F) 036 REMOVE CHIP SEAL SQFT 16.0000 10,880.00 680.000 10,880 037 REMOVE CONCRETE LF 90.0000 3,150.00 34.500 3,105 (CURB, GUTTER, AND SIDEWALK) (LF) 038 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 1,500.0000 1,050.00 0.700 1,050 039 ACCESS OPENING, SOFFIT EA 2,300.0000 18,400.00 8.000 18,400 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 50,000.0000 50,000.00 1.000 50,000 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 12,000.0000 12,000.00 1.000 12,000 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000 043 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 044 RECONSTRUCT STEEL COVER PLATE EA 4,500.0000 9,000.00 0.000 0 045 RECONSTRUCT SNOWPLOW DEFLECTOR EA 550.0000 9,900.00 18.000 9,900 046 ROADWAY EXCAVATION CY 60.0000 246,000.00 3,797.210 227,832 047 SHOULDER BACKING TON 90.0000 18,000.00 7.680 691 048 CLASS 2 AGGREGATE BASE (CY) CY 98.0000 162,680.00 1,307.000 128,086 049 HOT MIX ASPHALT (TYPE A) TON 123.0000 448,950.00 2,910.940 358,045 PROGRAM CAS145 PAGE 3 DATE 11/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6104 TIME 11:12 AM ESTIMATE NO. 013 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 5,220.00 510.000 3,060 051 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 4,020.00 303.000 1,818 052 PLACE HOT MIX ASPHALT SQYD 100.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) 053 TACK COAT TON 650.0000 1,495.00 0.000 0 054 STRUCTURAL CONCRETE, BRIDGE CY 5,350.0000 32,100.00 6.000 32,100 (F) 055 STRUCTURAL CONCRETE CY 950.0000 46,550.00 49.000 46,550 (F) (BRIDGE, FIBER REINFORCED) 056 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 2,000.00 3.000 600 057 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,360.0000 94,400.00 37.000 87,320 (TYPE R) 058 MINOR CONCRETE (MINOR STRUCTURE) CY 5,350.0000 6,420.00 1.200 6,420 (F) 059 PAVING NOTCH EXTENSION CF 185.0000 8,880.00 40.000 7,400 060 DRILL AND BOND DOWEL LF 8.0000 4,320.00 568.500 4,548 061 CLEAN EXPANSION JOINT LF 50.0000 28,150.00 475.000 23,750 062 JOINT SEAL (MR 1") LF 65.0000 38,935.00 210.000 13,650 063 JOINT SEAL (MR 1 1/2") LF 80.0000 7,520.00 267.000 21,360 064 BAR REINFORCING STEEL (EPOXY COATED) LB 5.0000 3,830.00 470.000 2,350 (F) (BRIDGE) 065 BAR REINFORCING STEEL LB 7.0000 117,789.00 16,827.000 117,789 (F) (BRIDGE, STAINLESS STEEL) 066 GALVANIC ANODE EA 17.0000 15,810.00 196.000 3,332 067 FLUME DOWNDRAIN LF 550.0000 3,300.00 6.000 3,300 068 TAPERED INLET EA 500.0000 500.00 1.000 500 069 ROCK SLOPE PROTECTION TON 400.0000 6,000.00 10.580 4,232 (NO. 3, METHOD B) (TON) 070 MINOR CONCRETE (MISCELLANEOUS CY 5,500.0000 7,150.00 1.810 9,955 CONSTRUCTION) 071 MINOR CONCRETE (CURB AND GUTTER) CY 1,750.0000 3,500.00 2.810 4,917 072 MINOR CONCRETE (SIDEWALK) CY 500.0000 2,000.00 3.960 1,980 073 MISCELLANEOUS IRON AND STEEL LB 33.0000 7,887.00 239.000 7,887 (F) 074 CHAIN LINK FENCE (TYPE CL-4) LF 220.0000 3,080.00 14.000 3,080 075 TRANSITION RAILING (LOW SPEED) EA 2,640.0000 10,560.00 3.000 7,920 076 TRANSITION RAILING (TYPE WB SPECIAL) EA 3,400.0000 13,600.00 4.000 13,600 PROGRAM CAS145 PAGE 4 DATE 11/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6104 TIME 11:12 AM ESTIMATE NO. 013 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 23,100.00 7.000 23,100 078 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 39,600.00 19.000 41,800 079 ALTERNATIVE CRASH CUSHION SYSTEM EA 30,000.0000 30,000.00 0.000 0 080 CONCRETE BARRIER (TYPE 736) LF 230.0000 14,030.00 61.000 14,030 (F) 081 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 155.0000 40,610.00 262.000 40,610 (F) 082 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 3,500.00 0.000 0 083 THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 20,900.00 9,016.000 9,917 (SPRAYABLE) 084 PAVEMENT MARKER (RETROREFLECTIVE) EA 11.0000 3,300.00 128.000 1,408 085 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,100.0000 1,100.00 1.000 1,100 SYSTEM ELEMENTS DURING CONSTRUCTION 086 MODIFY SERVICE LS 12,000.0000 12,000.00 1.000 12,000 087 INDUCTIVE LOOP DETECTOR (LS) LS 6,500.0000 6,500.00 1.000 6,500 PROGRAM CAS145 PAGE 5 DATE 11/02/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F6104 TIME 11:12 AM ESTIMATE NO. 013 BID OPENING 06/09/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/16 R.E. NAME: LOADER, MARK DATE OF THIS ESTIMATE 11/02/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 20,776.00 2,889,810.50 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 62,247.40 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 20,776.00 2,952,057.90 088 MOBILIZATION LS 315,000.0000 315,000.00 1.000 315,000 ORIGINAL CONTRACT AMOUNT 3,949,218.90 TOTAL WORK COMPLETED 20,776.00 3,267,057.90 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -3,000.00 TOTAL 19,776.00 3,264,057.90 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 07/23/15 220 09/19/15 08/07/15 12/23/16 177 123 0 0 79% 80% PROGRESS IS SATISFACTORY LOADER, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/02/16