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 10/25/16 EST. NO. 006 TIME 01:33 PM R.E. NAME: IQBAL AULAKH 10-0S7204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 -33,028.73 A.C. @ U.P.(-) 101016 N 001 0 -33,028.73 TOTAL THIS ESTIMATE 18,739.65 TOTAL PREVIOUS ESTIMATE -14,289.08 TOTAL TO DATE 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 10/25/16 EST. NO. 006 TIME 01:33 PM R.E. NAME: IQBAL AULAKH 10-0S7204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7204 TIME 01:33 PM ESTIMATE NO. 006 BID OPENING 08/11/15 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: IQBAL AULAKH DATE OF THIS ESTIMATE 10/25/16 LOCATION PROGRESS ESTIMATE 10-AMA-49-4.0/7.0 ----------------- GEORGE REED, INC. IN AMADOR COUNTY IN AND NEAR 140 EMPIRE AVE. JACKSON FROM SOUTH JUNCTION ROUTE MODESTO CA 95354 88 TO WEST JUNCTION ROUTE 104 FED. AID NO. STP-P049(166)E ASPHALT CONCRETE OVERLAY (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.100 1,000.00 1.000 10,000 003 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.100 14,000.00 1.000 140,000 004 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.100 2,000.00 1.000 20,000 005 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.070 700.00 1.000 10,000 006 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 007 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 0.000 0 008 TREATED WOOD WASTE LB 0.0500 900.00 17,920.000 896 009 REMOVE GUARDRAIL LF 6.0000 8,100.00 37.500 225.00 1,345.000 8,070 010 REMOVE ROADSIDE SIGN EA 100.0000 100.00 1.000 100 011 REMOVE ROADSIDE SIGN PANEL EA 50.0000 450.00 9.000 450 012 REMOVE ASPHALT CONCRETE DIKE LF 0.2500 2,015.00 6,280.000 1,570 013 REMOVE ASPHALT CONCRETE SURFACING SQFT 30.0000 27,900.00 1,116.800 33,504.00 2,046.800 61,404 014 ADJUST FRAME AND COVER TO GRADE EA 1,500.0000 37,500.00 25.000 37,500 015 ADJUST FRAME AND GRATE TO GRADE EA 1,500.0000 1,500.00 1.000 1,500 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2500 147,500.00 5,803.000 7,253.75 123,803.000 154,753 017 REMOVE CONCRETE CY 220.0000 10,340.00 42.000 9,240.00 89.000 19,580 (CURB, GUTTER, AND SIDEWALK) (CY) 018 ROADWAY EXCAVATION (TYPE Z-2) CY 250.0000 10,250.00 61.000 15,250 (AERIALLY DEPOSITED LEAD) 019 SHOULDER BACKING TON 150.0000 19,500.00 57.000 8,550.00 187.000 28,050 020 VEGETATION CONTROL (RUBBER MAT) SQYD 57.0000 29,640.00 511.000 29,127 021 CLASS 2 AGGREGATE BASE (CY) CY 750.0000 38,250.00 20.000 15,000.00 71.000 53,250 022 PREPAVING INERTIAL PROFILER LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7204 TIME 01:33 PM ESTIMATE NO. 006 BID OPENING 08/11/15 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: IQBAL AULAKH DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REPLACE ASPHALT CONCRETE SURFACING CY 500.0000 34,500.00 7.000 3,500.00 68.000 34,000 024 HOT MIX ASPHALT (TYPE A) TON 65.0000 1,287,000.00 1,631.410 106,041.65 21,232.000 1,380,080 025 DATA CORE LS 7,500.0000 7,500.00 1.000 7,500 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.5000 4,035.00 767.000 1,150.50 4,157.000 6,235 027 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.5000 70.50 -50.000 -75.00 0.000 0 028 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 7,425.00 688.000 1,032.00 3,798.000 5,697 029 TACK COAT TON 950.0000 51,300.00 -17.920 -17,024.00 37.710 35,824 030 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 270.00 18.000 270 (0.063"-UNFRAMED) 031 ROADSIDE SIGN - ONE POST EA 250.0000 1,500.00 5.000 1,250 032 INSTALL ROADSIDE SIGN PANEL ON EA 75.0000 1,425.00 9.000 675.00 19.000 1,425 EXISTING POST 033 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 1,890.00 -6.400 -44.80 263.600 1,845 (0.063"-UNFRAMED) FOR TYPE XI SHEETING 034 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 1,620.00 -6.400 -38.40 263.600 1,581 035 DRAINAGE INLET MARKER EA 45.0000 720.00 1.000 45.00 15.000 675 036 DETECTABLE WARNING SURFACE SQFT 20.0000 7,400.00 119.700 2,394.00 272.700 5,454 037 MINOR CONCRETE (CURB AND CURB RAMP) CY 1,000.0000 69,000.00 42.200 42,200.00 83.200 83,200 038 PRE/POST CONSTRUCTION SURVEYS EA 7,500.0000 7,500.00 0.500 3,750.00 0.500 3,750 039 MISCELLANEOUS IRON AND STEEL LB 2.0000 10,142.00 5,071.000 10,142.00 5,071.000 10,142 (F) 040 DELINEATOR (CLASS 1) EA 40.0000 840.00 21.000 840 041 GUARD RAILING DELINEATOR EA 30.0000 1,860.00 25.000 750 042 OBJECT MARKER (TYPE K) EA 40.0000 160.00 4.000 160 043 OBJECT MARKER (TYPE L) EA 45.0000 180.00 4.000 180 044 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 35.0000 35,000.00 975.000 34,125 045 END ANCHOR ASSEMBLY (TYPE SFT) EA 710.0000 710.00 1.000 710 046 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 11,000.00 5.000 11,000 047 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 37,440.00 -125.000 -500.00 8,329.000 33,316 048 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 7,155.00 74.000 333.00 1,822.000 8,199 (ENHANCED WET NIGHT VISIBILITY) 049 THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 21,600.00 16.750 4.19 96,954.750 24,238 (SPRAYABLE) PROGRAM CAS145 PAGE 3 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7204 TIME 01:33 PM ESTIMATE NO. 006 BID OPENING 08/11/15 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: IQBAL AULAKH DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 7,590.00 -225.000 -675.00 2,305.000 6,915 051 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 7,000.0000 7,000.00 1.000 7,000 SYSTEM ELEMENTS DURING CONSTRUCTION 052 MODIFY SIGNAL (LOCATION 1) LS 12,000.0000 12,000.00 1.000 12,000 053 MODIFY SIGNAL (LOCATION 2) LS 50,500.0000 50,500.00 1.000 50,500 054 MODIFY SIGNAL (LOCATION 3) LS 73,500.0000 73,500.00 -1.000 -73,500.00 0.000 0 055 MODIFY SIGNAL (LOCATION 4) LS 12,500.0000 12,500.00 1.000 12,500 056 MODIFY SIGNAL (LOCATION 5) LS 9,500.0000 9,500.00 1.000 9,500 057 MODIFY SIGNAL (LOCATION 6) LS 42,500.0000 42,500.00 1.000 42,500 058 MODIFY SIGNAL (LOCATION 7) LS 10,000.0000 10,000.00 1.000 10,000 PROGRAM CAS145 PAGE 4 DATE 10/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0S7204 TIME 01:33 PM ESTIMATE NO. 006 BID OPENING 08/11/15 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: IQBAL AULAKH DATE OF THIS ESTIMATE 10/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 170,882.89 2,443,864.24 ADJUSTMENT OF COMPENSATION -33,028.73 -33,028.73 EXTRA WORK 0.00 18,739.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 137,854.16 2,429,575.16 059 MOBILIZATION LS 253,000.0000 253,000.00 1.000 253,000 ORIGINAL CONTRACT AMOUNT 2,611,277.50 TOTAL WORK COMPLETED 137,854.16 2,682,575.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 137,854.16 2,682,575.16 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 09/23/15 50 05/03/16 00/00/00 10/30/16 50 41 4 0 94% 93% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/16