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 10/01/15 EST. NO. 007 TIME 02:46 PM R.E. NAME: MARK MENGONI 06-0P9704 --------------------------------------------------------------------------- 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 10/01/15 EST. NO. 007 TIME 02:46 PM R.E. NAME: MARK MENGONI 06-0P9704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED COARSE AGG -24.88 003 HMA RESULTS NOT RECD -5,000.00 003 MISSING WPCP REPORTS -20,000.00 003 MISS COMP CERTS -10,000.00 004 MISS VAE SWPPP RPTS -40,000.00 004 MISSING CEM-2402F -10,000.00 005 REC'D SWPPP REPORTS 60,000.00 005 REC'D CCO & SUBMITAL 9,000.00 006 REC'D HMA TEST RES 4,815.00 006 REC'D CCO & SUBMITAL 1,000.00 007 REC'D CEM-2402F 10,000.00 007 11,000.00 -209.88 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 005 REC'D PAYROLLS 10,000.00 007 10,000.00 0.00 TOTAL DEDUCTIONS 21,000.00 -209.88 PROGRAM CAS145 PAGE 1 DATE 10/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P9704 TIME 02:46 PM ESTIMATE NO. 007 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/01/15 LOCATION FINAL ESTIMATE 06-MAD-152-R0.0/1.1 -------------- GRANITE CONSTRUCTION COMPANY ABOUT 17 MILES EAST OF LOS BANOS 2716 S GRANITE CT. FROM ROUTE 59/152 SEPARATION TO FRESNO CA 93706 ROAD 4/LINCOLN ROAD FED. AID NO. HSNH-P152(84)E MEDIAN BARRIER AND RUMBLE STRIPS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 1.000 3,500 003 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 004 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 812.00 0.000 0 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 5,800.0000 5,800.00 1.000 5,800 006 TEMPORARY RAILING (TYPE K) LF 11.0000 64,900.00 0.000 0 007 TEMPORARY CRASH CUSHION MODULE EA 160.0000 6,720.00 0.000 0 008 JOB SITE MANAGEMENT LS 3,200.0000 3,200.00 1.000 3,200 009 PREPARE STORM WATER POLLUTION PREVENTION LS 1,700.0000 1,700.00 1.000 1,700 PLAN 010 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 011 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 5,950.00 0.000 0 012 TEMPORARY CONSTRUCTION ENTRANCE EA 2,800.0000 5,600.00 0.000 0 013 STREET SWEEPING LS 12,000.0000 12,000.00 1.000 12,000 014 TEMPORARY CONCRETE WASHOUT LS 450.0000 450.00 1.000 450 015 TREATED WOOD WASTE LB 0.1000 548.00 14,040.000 1,404 016 REMOVE GUARDRAIL LF 10.0000 4,000.00 403.000 4,030 017 REMOVE ROADSIDE SIGN EA 200.0000 1,200.00 5.000 1,000 018 REMOVE CULVERT (LF) LF 100.0000 1,000.00 10.000 1,000 019 REMOVE INLET EA 800.0000 3,200.00 4.000 3,200 020 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 150.00 2.000 300 021 REMOVE CRASH CUSHION (SAND FILLED) EA 600.0000 600.00 1.000 600 022 CLEARING AND GRUBBING (LS) LS 70,500.0000 70,500.00 1.000 70,500 PROGRAM CAS145 PAGE 2 DATE 10/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P9704 TIME 02:46 PM ESTIMATE NO. 007 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION CY 18.0000 97,560.00 5,415.000 97,470 024 DITCH EXCAVATION CY 28.0000 109,200.00 3,900.000 109,200 025 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.0800 16,720.00 207,441.000 16,595 (SQFT) 026 FIBER ROLLS LF 3.5000 30,380.00 8,700.000 30,450 027 COMPOST SQFT 0.1000 20,900.00 213,801.000 21,380 028 INCORPORATE MATERIALS SQFT 0.0500 10,450.00 213,801.000 10,690 029 CLASS 2 AGGREGATE BASE (CY) CY 75.0000 141,750.00 1,927.200 144,540 030 HOT MIX ASPHALT (TYPE A) TON 105.0000 387,450.00 3,623.820 380,501 031 SHOULDER RUMBLE STRIP STA 75.0000 8,250.00 110.000 8,250 (HMA,GROUND-IN INDENTATIONS) 032 PLACE HOT MIX ASPHALT SQYD 80.0000 4,080.00 50.800 4,064 (MISCELLANEOUS AREA) 033 TACK COAT TON 1,600.0000 3,200.00 2.000 3,200 034 JOINTED PLAIN CONCRETE PAVEMENT CY 1,500.0000 12,000.00 14.220 21,330 (RSC) 035 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 48,400.00 43.140 47,454 036 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 32.0000 3,520.00 0.000 0 037 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.0000 3,000.00 102.000 3,060 038 FURNISH LAMINATED PANEL SIGN SQFT 34.0000 5,100.00 105.000 3,570 (2 1/2"-TYPE B) 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 128.00 7.780 124 (0.063"-UNFRAMED) 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 108.00 6.000 108 (0.080"-UNFRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 378.00 18.000 378 (0.063"-FRAMED) 042 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 2,037.00 96.250 2,021 (0.080"-FRAMED) 043 ROADSIDE SIGN - ONE POST EA 185.0000 370.00 2.000 370 044 ROADSIDE SIGN - TWO POST EA 250.0000 250.00 1.000 250 045 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 15.0000 1,650.00 116.670 1,750 046 INSTALL ROADSIDE SIGN EA 1,800.0000 5,400.00 3.000 5,400 (LAMINATED WOOD BOX POST) 047 18" ALTERNATIVE PIPE CULVERT LF 42.0000 16,380.00 378.000 15,876 048 24" ALTERNATIVE PIPE CULVERT LF 55.0000 35,200.00 621.100 34,160 049 CONCRETE BACKFILL (PIPE TRENCH) CY 120.0000 4,080.00 26.630 3,195 PROGRAM CAS145 PAGE 3 DATE 10/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P9704 TIME 02:46 PM ESTIMATE NO. 007 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/01/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" REINFORCED CONCRETE PIPE LF 150.0000 31,500.00 199.400 29,910 051 24" CORRUGATED STEEL PIPE (.064" THICK) LF 150.0000 300.00 2.000 300 052 24" STEEL FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400 053 ROCK SLOPE PROTECTION CY 155.0000 12,400.00 84.000 13,020 (FACING, METHOD B) (CY) 054 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 400.00 200.000 400 055 MISCELLANEOUS IRON AND STEEL LB 1.0000 5,542.00 5,542.000 5,542 (F) 056 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 42.0000 2,646.00 56.250 2,362 057 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 42.0000 3,150.00 68.750 2,887 058 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 12,880.00 271.400 15,198 059 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 80.0000 2,000.00 25.000 2,000 (WOOD POST) 060 HIGH TENSION CABLE BARRIER LF 23.0000 117,990.00 5,122.000 117,806 061 HIGH TENSION CABLE BARRIER TERMINAL EA 4,200.0000 8,400.00 2.000 8,400 062 CONCRETE BARRIER (TRANSITION) LF 450.0000 1,575.00 3.500 1,575 063 TRANSITION RAILING (TYPE WB-31) EA 3,000.0000 3,000.00 1.000 3,000 064 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 2.000 1,400 065 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 4,200.00 2.000 4,200 066 ALTERNATIVE CRASH CUSHION SYSTEM EA 4,500.0000 4,500.00 1.000 4,500 067 CONCRETE BARRIER (TYPE 60GE MOD) LF 160.0000 12,160.00 75.500 12,080 068 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 8,240.00 10,382.000 8,305 (ENHANCED WET NIGHT VISIBILITY) 069 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 770.00 214.000 749 070 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,200.0000 2,200.00 1.000 2,200 SYSTEM ELEMENTS DURING CONSTRUCTION 071 VEHICLE CLASSIFICATION STATION LS 70,000.0000 70,000.00 1.000 70,000 PROGRAM CAS145 PAGE 4 DATE 10/01/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P9704 TIME 02:46 PM ESTIMATE NO. 007 BID OPENING 10/22/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 10/01/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,460,508.41 ADJUSTMENT OF COMPENSATION 0.00 -6,735.03 EXTRA WORK 0.00 25,430.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 1,479,203.75 072 MOBILIZATION LS 155,000.0000 155,000.00 1.000 155,000 ORIGINAL CONTRACT AMOUNT 1,699,924.00 TOTAL WORK COMPLETED 0.00 1,634,203.75 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 21,000.00 -209.88 TOTAL 21,000.00 1,633,993.87 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 12/31/14 75 03/09/15 03/09/15 07/14/15 75 15 0 0 100% 100% MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 10/01/15