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 02/25/15 EST. NO. 003 TIME 12:35 PM R.E. NAME: MARK MENGONI 06-0M8204 --------------------------------------------------------------------------- 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 02/25/15 EST. NO. 003 TIME 12:35 PM R.E. NAME: MARK MENGONI 06-0M8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-4401 -10,000.00 002 MISSING VAR CERTS -5,800.00 002 MISSING WPCP REPORTS -10,000.00 002 MISSING WPCP REPORTS -25,000.00 003 -25,000.00 -50,800.00 TOTAL DEDUCTIONS -25,000.00 -50,800.00 PROGRAM CAS145 PAGE 1 DATE 02/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0M8204 TIME 12:35 PM ESTIMATE NO. 003 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/25/15 LOCATION PROGRESS ESTIMATE 06-FRE-41-R25.2/R31.7 ----------------- 06-FRE-180-R58.0/ .0 EMMETT'S EXCAVATION, INC. IN FRESNO COUNTY AT VARIOUS 1477 MENLO AVE LOCATIONS CLOVIS CA 93611 FED. AID NO. HSNH-X019(28)E INSTALL CONCRETE BARRIERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 950.0000 950.00 1.000 950 002 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.086 645.00 0.780 5,850 003 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.286 7,150.00 0.600 15,000 004 TYPE III BARRICADE EA 70.0000 1,680.00 24.000 1,680 005 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.5000 180.00 115.000 172 006 CHANNELIZER (SURFACE MOUNTED) EA 33.0000 1,914.00 10.000 330.00 58.000 1,914 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 27,500.0000 27,500.00 0.286 7,865.00 0.600 16,500 008 TEMPORARY RAILING (TYPE K) LF 35.0000 35,700.00 480.000 16,800.00 1,020.000 35,700 009 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,200.00 33.000 6,600 010 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 011 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 012 JOB SITE MANAGEMENT LS 1,500.0000 1,500.00 0.286 429.00 0.600 900 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 800.0000 800.00 0.750 600 014 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 400.00 2.000 800 015 TEMPORARY SILT FENCE LF 4.7000 5,405.00 1,150.000 5,405 016 TEMPORARY CONCRETE WASHOUT LS 1,600.0000 1,600.00 0.286 457.60 0.600 960 017 TREATED WOOD WASTE LB 0.4000 1,872.00 8,700.000 3,480.00 8,700.000 3,480 018 REMOVE GUARDRAIL LF 23.0000 25,530.00 237.500 5,462.50 1,112.500 25,587 019 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 420.00 97.000 291 020 REMOVE ROADSIDE SIGN EA 58.0000 174.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 021 REMOVE ROADSIDE SIGN PANEL EA 58.0000 580.00 0.000 0 022 REMOVE ASPHALT CONCRETE DIKE LF 4.7000 7,003.00 185.000 869.50 899.000 4,225 PROGRAM CAS145 PAGE 2 DATE 02/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0M8204 TIME 12:35 PM ESTIMATE NO. 003 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE INLET EA 1,200.0000 1,200.00 1.000 1,200 024 RELOCATE ROADSIDE SIGN EA 175.0000 875.00 0.000 0 025 REMOVE CONCRETE CURB (LF) LF 5.2500 2,362.50 192.000 1,008.00 192.000 1,008 026 SALVAGE CRASH CUSHION EA 1,800.0000 3,600.00 2.000 3,600.00 2.000 3,600 027 CLEARING AND GRUBBING (LS) LS 14,000.0000 14,000.00 0.330 4,620.00 1.000 14,000 028 ROADWAY EXCAVATION CY 215.0000 38,700.00 180.000 38,700 029 IMPORTED BORROW (CY) CY 80.0000 6,000.00 0.000 0 030 PRUNE EXISTING PLANTS LS 6,500.0000 6,500.00 0.000 0 031 MAINTAIN EXISTING PLANTED AREAS LS 9,000.0000 9,000.00 0.000 0 032 WOOD MULCH CY 41.0000 27,470.00 0.000 0 033 CHECK AND TEST EXISTING IRRIGATION LS 9,800.0000 9,800.00 0.000 0 FACILITIES 034 OPERATE EXISTING IRRIGATION FACILITIES LS 9,800.0000 9,800.00 0.000 0 035 3" PLASTIC PIPE (CLASS 315) LF 30.0000 1,800.00 0.000 0 (SUPPLY LINE) 036 10" WELDED STEEL PIPE CONDUIT LF 175.0000 8,750.00 0.000 0 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,200.0000 2,400.00 0.000 0 038 HYDROMULCH SQFT 0.2600 2,215.20 0.000 0 039 STRAW TON 2,600.0000 1,040.00 0.000 0 040 HYDROSEED SQFT 0.3200 2,726.40 0.000 0 041 CLASS 2 AGGREGATE BASE (CY) CY 205.0000 15,375.00 35.700 7,318.50 35.700 7,318 042 MINOR HOT MIX ASPHALT TON 215.0000 58,050.00 72.970 15,688.55 142.120 30,555 043 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 4,900.00 0.000 0 044 PLACE HOT MIX ASPHALT SQYD 90.0000 990.00 0.000 0 (MISCELLANEOUS AREA) 045 MINOR CONCRETE (MINOR STRUCTURE) CY 1,900.0000 6,270.00 0.400 760.00 2.250 4,275 (F) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 756.00 0.000 0 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 2,520.00 0.000 0 (0.080"-UNFRAMED) 048 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 0.000 0 049 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) PROGRAM CAS145 PAGE 3 DATE 02/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0M8204 TIME 12:35 PM ESTIMATE NO. 003 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INSTALL ROADSIDE SIGN PANEL ON EA 90.0000 900.00 0.000 0 EXISTING POST 051 18" ALTERNATIVE PIPE CULVERT LF 130.0000 2,600.00 19.100 2,483 052 24" ALTERNATIVE PIPE CULVERT LF 100.0000 18,000.00 176.000 17,600.00 176.000 17,600 053 18" REINFORCED CONCRETE PIPE LF 165.0000 3,630.00 0.000 0 054 36" CORRUGATED STEEL PIPE INLET LF 540.0000 2,700.00 4.500 2,430.00 4.500 2,430 (.064" THICK) 055 24" ALTERNATIVE FLARED END SECTION EA 375.0000 375.00 1.000 375.00 1.000 375 056 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 650.0000 5,200.00 8.000 5,200.00 8.000 5,200 (CY) 057 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 90.0000 1,800.00 20.000 1,800.00 20.000 1,800 058 MINOR CONCRETE (CURB) (CY) CY 1,100.0000 20,900.00 7.830 8,613.00 7.830 8,613 059 MISCELLANEOUS IRON AND STEEL LB 2.0000 2,428.00 236.000 472.00 888.000 1,776 (F) 060 CONCRETE BARRIER DELINEATORS EA 16.0000 672.00 14.000 224.00 14.000 224 061 CONCRETE BARRIER MARKERS EA 12.0000 300.00 0.000 0 062 CONCRETE BARRIER TRASNITION CONNECTION LF 366.0000 27,450.00 15.000 5,490.00 45.000 16,470 063 ALTERNATIVE CRASH CUSHION SYSTEM EA 20,000.0000 100,000.00 2.000 40,000.00 2.000 40,000 064 CONCRETE BARRIER (TYPE 60) LF 124.0000 95,480.00 332.000 41,168 065 CONCRETE BARRIER (TYPE 60C) LF 92.0000 92,920.00 715.000 65,780.00 715.000 65,780 066 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 1,190.00 0.000 0 067 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.500 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 068 MODIFY RAMP METERING SYSTEM LS 108,000.0000 108,000.00 0.050 5,400.00 0.300 32,400 069 MODIFY LIGHTING LS 28,000.0000 28,000.00 0.100 2,800.00 0.150 4,200 070 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 071 ALTERNATIVE TEMOPORARY CRASH CUSHION EA 2,050.0000 6,150.00 2.000 4,100.00 3.000 6,150 SYSTEM PROGRAM CAS145 PAGE 4 DATE 02/25/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0M8204 TIME 12:35 PM ESTIMATE NO. 003 BID OPENING 09/03/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/15 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/25/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 236,767.65 478,941.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 236,767.65 478,941.60 072 MOBILIZATION LS 10,000.0000 10,000.00 0.050 500.00 1.000 10,000 ORIGINAL CONTRACT AMOUNT 924,203.10 TOTAL WORK COMPLETED 237,267.65 488,941.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -25,000.00 -50,800.00 TOTAL 212,267.65 438,141.60 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 10/22/14 70 12/17/14 12/17/14 04/01/15 42 2 0 0 52% 60% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/15