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 10/25/17 EST. NO. 006 TIME 08:55 AM R.E. NAME: DEANDA, ANTHONY 05-1H0804 --------------------------------------------------------------------------- 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 10/25/17 EST. NO. 006 TIME 08:55 AM R.E. NAME: DEANDA, ANTHONY 05-1H0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -113,284.84 005 ANT 10 LDS @ $3500 -35,000.00 006 PERFORMANCE FAIL RTN 113,284.84 006 78,284.84 -35,000.00 TOTAL DEDUCTIONS 78,284.84 -35,000.00 PROGRAM CAS145 PAGE 1 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0804 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 02/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DEANDA, ANTHONY DATE OF THIS ESTIMATE 10/25/17 LOCATION PROGRESS ESTIMATE 05-MON-1-7.1/32.8 ----------------- 05-SLO-101-7.8/29.4 MYERS AND SONS CONSTRUCTION, IN MONTEREY AND SAN LUIS OBISPO LP COUNTIES AT VARIOUS LOCATIONS 4600 NORTHGATE BLVD SUITE 100 SACRAMENTO CA 95834 FED. AID NO. N O N E METHACRYLATE DECK SEALS, REPLACE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 1,125 002 CONSTRUCTION AREA SIGNS LS 9,000.0000 9,000.00 0.050 450.00 0.850 7,650 003 TRAFFIC CONTROL SYSTEM LS 99,000.0000 99,000.00 0.150 14,850.00 0.800 79,200 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.150 1,500.00 0.800 8,000 005 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.250 1,250.00 0.750 3,750 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 007 TEMPORARY CONCRETE WASHOUT LS 1,750.0000 1,750.00 1.000 1,750.00 1.000 1,750 008 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.5000 10,050.00 2,060.000 5,150 STRIPE (HAZARDOUS WASTE) 009 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,810.00 2,850.000 4,275 010 REMOVE PAVEMENT MARKER EA 1.0000 140.00 137.000 137 011 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 39.0000 34,710.00 760.000 29,640 012 HOT MIX ASPHALT (TYPE A) TON 430.0000 90,300.00 99.760 42,896.80 199.760 85,896 013 HOT MIX ASPHALT (BRIDGE) TON 260.0000 64,480.00 97.340 25,308.40 197.340 51,308 014 TACK COAT TON 1,100.0000 1,100.00 0.200 220.00 0.600 660 015 STRUCTURAL CONCRETE, BRIDGE CY 8,300.0000 9,130.00 0.000 0 (F) 016 CLEAN EXPANSION JOINT LF 23.0000 13,087.00 523.000 12,029.00 523.000 12,029 017 BONDED JOINT SEAL (MR 1") LF 46.0000 14,536.00 316.000 14,536.00 316.000 14,536 018 JOINT SEAL (MR 1 1/2") LF 64.0000 13,248.00 207.000 13,248.00 207.000 13,248 019 BONDED JOINT SEAL (MR 1 1/2") LF 81.0000 3,726.00 0.000 0 020 BAR REINFORCING STEEL (BRIDGE) LB 10.0000 670.00 0.000 0 (F) 021 DECK SEAL SQFT 1.2500 8,417.50 6,734.000 8,417 (F) 022 SLURRY LEVELING COURSE GAL 700.0000 46,200.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0804 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 02/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DEANDA, ANTHONY DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEAN EXISTING COLUMN CASING LS 23,650.0000 23,650.00 1.000 23,650 024 PAINT EXISTING COLUMN CASING LS 13,150.0000 13,150.00 1.000 13,150 025 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 177.0000 7,788.00 36.000 6,372 026 PUBLIC SAFETY PLAN LS 5,500.0000 5,500.00 0.600 3,300 027 RAPID SETTING CONCRETE (PATCH) CF 47.0000 7,755.00 0.000 0 028 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.5000 32,637.50 13,055.000 32,637 029 REMOVE UNSOUND CONCRETE CF 53.0000 8,745.00 0.000 0 030 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 21,270.60 54,736.000 16,420 031 FURNISH POLYESTER CONCRETE OVERLAY CF 106.0000 137,694.00 1,190.000 126,140 032 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.7500 43,827.75 6,493.000 43,827 (F) 033 TREAT BRIDGE DECK SQFT 0.5000 32,204.50 54,736.000 27,368 (F) 034 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 73.0000 52,414.00 832.500 60,772 035 BRIDGE REMOVAL (PORTION) LS 14,450.0000 14,450.00 0.000 0 036 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 6,184.00 1,248.000 998.40 6,864.000 5,491 037 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424.00 522.000 417 038 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 224.00 295.000 236.00 295.000 236 (BROKEN 12-3) 039 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 1,104.00 666.000 532.80 1,391.000 1,112 (BROKEN 36-12) 040 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 768.00 880.000 704 (BROKEN 17-7) 041 PAVEMENT MARKER (NON-REFLECTIVE) EA 11.0000 715.00 10.000 110 042 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 2,730.00 45.000 585.00 134.000 1,742 PROGRAM CAS145 PAGE 3 DATE 10/25/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1H0804 TIME 08:55 AM ESTIMATE NO. 006 BID OPENING 02/01/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/17 R.E. NAME: DEANDA, ANTHONY DATE OF THIS ESTIMATE 10/25/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 130,390.40 690,974.85 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 130,390.40 690,974.85 043 MOBILIZATION LS 95,000.0000 95,000.00 1.000 95,000 ORIGINAL CONTRACT AMOUNT 952,089.85 TOTAL WORK COMPLETED 130,390.40 785,974.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 78,284.84 -35,000.00 TOTAL 208,675.24 750,974.85 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 04/12/17 100 05/12/17 05/12/17 11/01/17 100 13 0 0 80% 100% PROGRESS UNSATISFACTORY DEANDA, ANTHONY RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/17