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 04/14/16 EST. NO. 012 TIME 09:52 AM R.E. NAME: STEINER, BRIAN 03-3E1204 --------------------------------------------------------------------------- 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 04/14/16 EST. NO. 012 TIME 09:52 AM R.E. NAME: STEINER, BRIAN 03-3E1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MATL OUTOFSPEC PERM -531.00 007 0.00 -531.00 OVERBID ITEMS OVERBID ITEM NO. 082 -65,844.29 001 OVERBID ITEM NO. 082 -32,922.14 003 OVERBID ITEM NO. 082 -26,337.72 005 OVERBID ITEM NO. 082 -6,584.43 006 OVERBID ITEM NO. 082 131,688.58 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 -531.00 PROGRAM CAS145 PAGE 1 DATE 04/14/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1204 TIME 09:52 AM ESTIMATE NO. 012 BID OPENING 09/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 04/14/16 LOCATION FINAL ESTIMATE 03-BUT-70-26.7/27.1 -------------- J.F. SHEA CONSTRUCTION, INC. IN BUTTE COUNTY ABOUT 10.9 MILES P.O. BOX 494519 NORTH OF OROVILLE FROM 0.2 MILE REDDING CA 96049 EAST OF PENTZ ROAD TO 0.2 MILE EAST OF CHEROKEE ROAD FED. AID NO. BHST-P070(129) SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 CONSTRUCTION AREA SIGNS LS 8,800.0000 8,800.00 1.000 8,800 003 TRAFFIC CONTROL SYSTEM LS 33,000.0000 33,000.00 1.000 33,000 004 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.5000 110.00 0.000 0 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 11.0000 770.00 56.000 616 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 5,250.00 10,250.000 5,125 007 TRAFFIC PLASTIC DRUM EA 140.0000 2,660.00 13.000 1,820 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,700.0000 7,700.00 1.000 7,700 009 TEMPORARY RAILING (TYPE K) LF 44.0000 92,400.00 2,020.000 88,880 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 7,000.00 7.000 7,000 011 JOB SITE MANAGEMENT LS 10,500.0000 10,500.00 1.000 10,500 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 825.0000 825.00 1.000 825 013 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 014 TREATED WOOD WASTE LB 0.2200 2,398.00 10,900.000 2,398 015 PUBLIC SAFETY PLAN LS 1,400.0000 1,400.00 1.000 1,400 016 RAPID SETTING CONCRETE (PATCH) CF 147.0000 12,642.00 0.000 0 017 REMOVE GUARDRAIL LF 5.5000 4,455.00 816.000 4,488 018 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 75.0000 4,650.00 62.000 4,650 (WATER BLASTING) 019 REMOVE ROADSIDE SIGN EA 135.0000 675.00 5.000 675 020 REMOVE CULVERT (EA) EA 625.0000 625.00 1.000 625 021 REMOVE DOWNDRAIN (EA) EA 550.0000 550.00 1.000 550 022 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.4000 14,357.00 10,283.000 14,396 PROGRAM CAS145 PAGE 2 DATE 04/14/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1204 TIME 09:52 AM ESTIMATE NO. 012 BID OPENING 09/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 04/14/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RESET ROADSIDE SIGN EA 175.0000 350.00 2.000 350 024 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 27,000.00 3,954.000 39,540 025 REMOVE UNSOUND CONCRETE CF 120.0000 10,320.00 0.000 0 026 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.4000 4,214.40 10,510.300 4,204 027 FURNISH POLYESTER CONCRETE OVERLAY CF 89.0000 77,875.00 926.000 82,414 028 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.0500 21,598.80 10,536.000 21,598 (F) 029 BRIDGE REMOVAL (PORTION), LOCATION A LS 32,500.0000 32,500.00 1.000 32,500 030 BRIDGE REMOVAL (PORTION), LOCATION B LS 32,225.0000 32,225.00 1.000 32,225 031 CLEARING AND GRUBBING (LS) LS 2,775.0000 2,775.00 1.000 2,775 032 DEVELOP WATER SUPPLY LS 1,100.0000 1,100.00 1.000 1,100 033 ROADWAY EXCAVATION CY 75.0000 7,500.00 91.070 6,830 034 SHOULDER BACKING TON 88.0000 2,640.00 90.820 7,992 035 STRUCTURE EXCAVATION (BRIDGE) CY 154.0000 6,468.00 42.000 6,468 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 70.0000 2,170.00 31.000 2,170 (F) 037 DITCH EXCAVATION CY 108.0000 756.00 7.000 756 038 COMPOST SQFT 0.4200 5,250.00 9,500.000 3,990 039 INCORPORATE MATERIALS SQFT 0.0900 1,125.00 9,500.000 855 040 CLASS 2 AGGREGATE BASE (CY) CY 112.0000 6,720.00 64.120 7,181 041 CRACK TREATMENT LNMI 14,000.0000 7,000.00 0.500 7,000 042 HOT MIX ASPHALT (TYPE A) TON 172.0000 175,440.00 1,056.100 181,649 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 13.5000 5,670.00 440.000 5,940 044 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 13.5000 3,645.00 264.000 3,564 045 PLACE HOT MIX ASPHALT SQYD 82.0000 2,460.00 35.780 2,933 (MISCELLANEOUS AREA) 046 TACK COAT TON 775.0000 2,945.00 2.390 1,852 047 STRUCTURAL CONCRETE, BRIDGE CY 1,880.0000 150,400.00 80.000 150,400 (F) 048 DRILL AND BOND DOWEL LF 67.5000 41,850.00 599.170 40,443 049 CLEAN EXPANSION JOINT LF 9.0000 2,547.00 283.000 2,547 PROGRAM CAS145 PAGE 3 DATE 04/14/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1204 TIME 09:52 AM ESTIMATE NO. 012 BID OPENING 09/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 04/14/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 JOINT SEAL (MR 1") LF 38.0000 11,020.00 290.000 11,020 051 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 31,730.00 15,865.000 31,730 (F) 052 BAR REINFORCING STEEL (EPOXY COATED) LB 11.0000 2,442.00 222.000 2,442 (F) (BRIDGE) 053 STRUCTURAL STEEL (BRIDGE) LB 10.5000 22,858.50 2,177.000 22,858 (F) 054 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 400.00 20.000 400 (0.063"-UNFRAMED) 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 440.00 20.000 440 (0.080"-UNFRAMED) 056 ROADSIDE SIGN - ONE POST EA 132.0000 660.00 5.000 660 057 ABUTMENT LUMBER BLOCKING MFBM 6,000.0000 8,400.00 1.400 8,400 (F) 058 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 059 CLEAN AND PAINT STRUCTURAL STEEL LS 14,500.0000 14,500.00 1.000 14,500 060 12" CORRUGATED STEEL PIPE (.079" THICK) LF 45.0000 1,800.00 40.000 1,800 061 12" STEEL FLARED END SECTION EA 900.0000 900.00 1.000 900 062 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 440.0000 1,980.00 4.500 1,980 (F) (CY) 063 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.5000 175.50 9.000 175 064 TEMPORARY FENCE LF 20.0000 20,000.00 0.000 0 065 DELINEATOR (CLASS 1) EA 35.0000 175.00 5.000 175 066 HIGHWAY POST MARKER EA 55.0000 220.00 4.000 220 067 MARKER (CULVERT) EA 55.0000 110.00 2.000 110 068 OBJECT MARKER (TYPE L-1) EA 55.0000 55.00 1.000 55 069 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 33.0000 5,610.00 162.500 5,362 070 VEGETATION CONTROL (MINOR CONCRETE) SQYD 49.5000 20,295.00 410.000 20,295 071 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 65.0000 45,890.00 706.000 45,890 (F) 072 TRANSITION RAILING (TYPE WB-31) EA 3,850.0000 30,800.00 8.000 30,800 073 END CAP (TYPE TC) EA 385.0000 3,080.00 8.000 3,080 074 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,750.0000 5,500.00 2.000 5,500 (TYPE 31) 075 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,050.0000 18,300.00 6.000 18,300 (TYPE 31) 076 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 110.0000 78,320.00 712.000 78,320 (F) PROGRAM CAS145 PAGE 4 DATE 04/14/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1204 TIME 09:52 AM ESTIMATE NO. 012 BID OPENING 09/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 04/14/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 THERMOPLASTIC PAVEMENT MARKING SQFT 27.5000 1,705.00 62.000 1,705 (ENHANCED WET NIGHT VISIBILITY) 078 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 8,745.00 8,679.000 9,546 (ENHANCED WET NIGHT VISIBILITY) 079 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 480.00 290.000 464 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 080 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 1,464.00 915.000 1,464 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 081 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.8000 1,848.00 524.000 4,611 PROGRAM CAS145 PAGE 5 DATE 04/14/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3E1204 TIME 09:52 AM ESTIMATE NO. 012 BID OPENING 09/10/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/28/16 R.E. NAME: STEINER, BRIAN DATE OF THIS ESTIMATE 04/14/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 1,183,832.96 ADJUSTMENT OF COMPENSATION 0.00 -12,156.76 EXTRA WORK 0.00 106,062.56 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,277,738.76 082 MOBILIZATION LS 280,000.0000 280,000.00 1.000 280,000 ORIGINAL CONTRACT AMOUNT 1,483,114.20 TOTAL WORK COMPLETED 0.00 1,557,738.76 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -531.00 TOTAL 0.00 1,557,207.76 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 082 MOBILIZATION 148,311.42 280,000.00 131,688.58 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 10/16/14 165 02/19/15 11/03/14 01/28/16 121 185 0 0 100% 100% STEINER, BRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 04/14/16