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 07/21/15 EST. NO. 006 TIME 10:54 AM R.E. NAME: SAM DHALIWAL 06-0P1404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0033 780.45 E.W. @ F.A.(+) 061515 N 2312 0 0034 1,079.58 051315 N 513150 0035 2,139.74 051515 N 515150 0036 2,096.86 061515 N 615150 002 0005 300.00 E.W. @ F.A.(+) 052615 N 5-26 0 0006 300.00 062915 N 306060 003 0005 750.00 E.W. @ F.A.(+) 061515 N 6-15 0 0006 750.00 062015 N 620 0 0007 750.00 061515 N 615150 8,946.63 TOTAL THIS ESTIMATE -340,110.38 TOTAL PREVIOUS ESTIMATE -331,163.75 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 07/21/15 EST. NO. 006 TIME 10:54 AM R.E. NAME: SAM DHALIWAL 06-0P1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE L1 SL15A -418.75 003 RSC MPQP -1,000.00 003 FAIL GRAD 5/18-PM -1,000.00 004 FAILED GRAD 5/14-AM -1,000.00 004 FAILED GRAD 5/14-PM -1,000.00 004 FAILED GRAD 5/18-AM -1,000.00 004 L1 SL29A COMPACTION -1,046.80 004 FAILED GRADATION -35,004.00 005 FAILED GRAD 6/25 AB -1,000.00 006 L2 SL6A COMPACTION -209.38 006 L3 SL14B COMPACTION -1,046.88 006 L3 SL20B COMPACTION -1,256.25 006 -3,512.51 -44,982.06 TOTAL DEDUCTIONS -3,512.51 -44,982.06 PROGRAM CAS145 PAGE 1 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 10:54 AM ESTIMATE NO. 006 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 07/21/15 LOCATION PROGRESS ESTIMATE 06-KER-5-62.5/73.1 ----------------- GRIFFITH/COFFMAN JOINT VENTURE ON ROUTE 5 BETWEEN LERDO 1128 CARRIER PARKWAY AVE OVERCROSSING AND ROUTE 5/46 BAKERSFIELD CA 93308 SEPARATION #1 FED. AID NO. NHPI-005 -4(195)E REPLACE PCC PANELS, GRIND CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.050 100.00 0.800 1,600 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.250 375 003 TIME-RELATED OVERHEAD (WDAY) WDAY 670.0000 318,250.00 21.000 14,070.00 87.000 58,290 004 CONSTRUCTION AREA SIGNS LS 44,000.0000 44,000.00 0.200 8,800.00 0.610 26,840 005 TRAFFIC CONTROL SYSTEM LS 954,000.0000 954,000.00 0.049 46,746.00 0.201 191,754 006 TYPE III BARRICADE EA 55.0000 2,640.00 12.000 660.00 23.000 1,265 007 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 108,150.00 154.000 5,390.00 400.000 14,000 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 22,000.0000 22,000.00 0.049 1,078.00 0.201 4,422 009 TEMPORARY RAILING (TYPE K) LF 7.6000 1,778,400.00 4,460.000 33,896.00 68,360.000 519,536 010 TEMPORARY CRASH CUSHION MODULE EA 185.0000 51,800.00 98.000 18,130.00 168.000 31,080 011 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.049 2,450.00 0.201 10,050 012 PREPARE STORM WATER POLLUTION PREVENTION LS 1,200.0000 1,200.00 0.750 900 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 014 MOVE-IN/MOVE-OUT EA 750.0000 4,500.00 0.000 0 (TEMPORARY EROSION CONTROL) 015 TEMPORARY SOIL BINDER SQYD 0.3700 51,800.00 0.000 0 016 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 1,800.00 6.000 900.00 13.000 1,950 017 TEMPORARY FIBER ROLL LF 4.2500 3,910.00 817.000 3,472 018 TEMPORARY CONSTRUCTION ENTRANCE EA 12,000.0000 192,000.00 0.000 0 019 STREET SWEEPING LS 250,000.0000 250,000.00 0.049 12,250.00 0.201 50,250 020 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 0.049 1,470 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.4200 3,420.00 0.000 0 STRIPE (HAZARDOUS WASTE) 022 TREATED WOOD WASTE LB 1.0000 9,940.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 10:54 AM ESTIMATE NO. 006 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 OBLITERATE SURFACING SQYD 0.6500 40,690.00 0.000 0 024 REMOVE GUARDRAIL LF 10.0000 8,000.00 0.000 0 025 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 026 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 44,013.00 136,672.000 69,702 027 REMOVE PAVEMENT MARKER EA 0.7500 29,700.00 1,201.000 900.75 6,008.000 4,506 028 REMOVE ROADSIDE SIGN EA 200.0000 1,400.00 0.000 0 029 REMOVE ASPHALT CONCRETE DIKE LF 0.8500 9,605.00 1,364.000 1,159.40 6,749.600 5,737 030 REMOVE CONCRETE PAVEMENT (CY) CY 25.5000 1,020,000.00 4,055.200 103,407.60 4,055.200 103,407 031 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 1.000 0 032 RELOCATE ROADSIDE SIGN-TWO POST EA 1,500.0000 1,500.00 0.000 0 033 REMOVE SINGLE THRIE BEAM BARRIER LF 10.0000 6,000.00 0.000 0 034 REMOVE DOUBLE THRIE BEAM BARRIER LF 12.0000 14,160.00 163.000 1,956.00 1,962.000 23,544 035 ROADWAY EXCAVATION CY 10.2000 2,172,600.00 12,779.700 130,352.94 57,482.788 586,324 036 SHOULDER BACKING TON 35.0000 159,600.00 0.000 0 037 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 0.000 0 038 HYDROSEED SQFT 0.0600 108,600.00 0.000 0 039 CLASS 2 AGGREGATE SUBBASE CY 9.5000 406,600.00 4,055.190 38,524.31 4,055.190 38,524 040 CLASS 2 AGGREGATE BASE (CY) CY 15.5000 1,173,350.00 17,853.100 276,723.05 37,558.660 582,159 041 HOT MIX ASPHALT (TYPE A) TON 67.0000 12,730,000.00 16,964.420 1,136,616.14 72,470.000 4,855,490 042 SHOULDER RUMBLE STRIP STA 31.0000 35,650.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 043 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.2900 687.00 0.000 0 044 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.2900 24,274.00 0.000 0 045 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.2900 847.30 0.000 0 046 PLACE HOT MIX ASPHALT SQYD 75.0000 225.00 0.000 0 (MISCELLANEOUS AREA) 047 TACK COAT TON 525.0000 68,250.00 0.000 0 048 CONTINUOUSLY REINFORCED CONCRETE CY 188.0000 12,032,000.00 0.000 0 PAVEMENT 049 SHOULDER RUMBLE STRIP STA 110.0000 126,500.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) PROGRAM CAS145 PAGE 3 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 10:54 AM ESTIMATE NO. 006 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DRILL AND BOND (DOWEL BAR) EA 45.0000 95,400.00 236.000 10,620.00 1,180.000 53,100 051 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,274.4000 407,808.00 0.000 0 052 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 675.0000 823,500.00 96.000 64,800.00 686.190 463,178 053 GRIND EXISTING CONCRETE SQYD 3.0000 459,000.00 142,991.160 428,973 PAVEMENT 054 AGGREGATE BASE (APPROACH SLAB) CY 225.0000 11,475.00 0.000 0 055 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 153,000.00 0.000 0 (TYPE R) 056 MINOR CONCRETE (MINOR STRUCTURE) CY 3,500.0000 9,800.00 0.000 0 (F) 057 PAVING NOTCH EXTENSION CF 249.0000 29,631.00 0.000 0 058 CLEAN EXPANSION JOINT LF 45.0000 6,075.00 0.000 0 059 JOINT SEAL (MR 1/2") LF 74.0000 8,880.00 0.000 0 060 JOINT SEAL (MR 1") LF 88.0000 15,136.00 0.000 0 061 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 696.00 0.000 0 (0.080"-UNFRAMED) 062 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.2500 2,766.75 0.000 0 (0.080"-FRAMED) 063 ROADSIDE SIGN - ONE POST EA 285.0000 1,995.00 0.000 0 064 INSTALL ROADSIDE SIGN EA 4,695.0000 4,695.00 0.000 0 (LAMINATED WOOD BOX POST) 065 CONCRETE BACKFILL (PIPE TRENCH) CY 150.0000 510.00 0.000 0 (F) 066 12" TEMPORARY CULVERT LF 170.0000 15,980.00 0.000 0 067 24" REINFORCED CONCRETE PIPE LF 201.0000 4,422.00 24.800 4,984 068 DRAINAGE INLET MARKER EA 100.0000 6,600.00 0.000 0 069 12" CONCRETE FLARED END SECTION EA 432.0000 2,592.00 0.000 0 070 24" CONCRETE FLARED END SECTION EA 510.0000 2,550.00 5.000 2,550 071 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,508.00 0.000 0 (F) 072 SURVEY MONUMENT (TYPE A) EA 420.0000 13,440.00 0.000 0 073 DELINEATOR (CLASS 1) EA 40.0000 1,440.00 0.000 0 074 OBJECT MARKER (TYPE L) EA 75.0000 375.00 0.000 0 075 OBJECT MARKER (TYPE P) EA 75.0000 300.00 0.000 0 076 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 26.7500 17,922.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 10:54 AM ESTIMATE NO. 006 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WEED CONTROL MAT (RUBBER) SQYD 39.5000 72,680.00 0.000 0 078 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 44.0000 3,960.00 0.000 0 (STEEL POST) 079 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 33.0000 19,800.00 0.000 0 080 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 48.0000 56,640.00 0.000 0 081 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 25,200.00 0.000 0 082 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 3,375.00 0.000 0 083 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 11,000.00 0.000 0 084 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 11,500.00 0.000 0 085 ALTERNATIVE CRASH CUSHION EA 5,350.0000 10,700.00 0.000 0 086 CONCRETE BARRIER (TRANSITION) LF 875.0000 3,412.50 0.000 0 087 PAINT TRAFFIC STRIPE (2-COAT) LF 0.6000 73,200.00 2,679.000 1,607.40 9,801.000 5,880 088 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 100,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 089 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 39,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 090 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 6,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 091 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 171,000.00 4,742.000 7,113.00 47,798.000 71,697 092 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 58,100.00 509.000 1,781.50 5,730.000 20,055 093 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 094 MODIFY CHANGEABLE MESSAGE SIGN LS 8,265.0000 8,265.00 0.000 0 095 MODIFY LIGHTING LS 270,270.0000 270,270.00 0.250 67,567 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 097 LEAN CONCRETE BASE CY 145.8000 21,870.00 0.000 0 098 ISOLATION JOINT SEAL (PREFORMED LF 5.6700 629,370.00 0.000 0 COMPRESSION) PROGRAM CAS145 PAGE 5 DATE 07/21/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0P1404 TIME 10:54 AM ESTIMATE NO. 006 BID OPENING 11/05/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/15 R.E. NAME: SAM DHALIWAL DATE OF THIS ESTIMATE 07/21/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,922,032.09 8,306,636.34 ADJUSTMENT OF COMPENSATION 0.00 -397,757.25 EXTRA WORK 8,946.63 66,593.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,930,978.72 7,975,472.59 099 MOBILIZATION LS 2,542,202.9500 2,542,202.95 0.200 508,440.59 0.950 2,415,092 ORIGINAL CONTRACT AMOUNT 40,344,304.00 TOTAL WORK COMPLETED 2,439,419.31 10,390,565.39 MATERIALS ON HAND ON SITE 352,686.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -3,512.51 -44,982.06 TOTAL 2,435,906.80 10,698,270.16 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 12/18/14 475 02/11/15 02/11/15 01/26/17 87 23 42 0 26% 17% PROGRESS IS SATISFACTORY SAM DHALIWAL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/15