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 12/30/19 EST. NO. 008 TIME 09:28 AM R.E. NAME: DADAWALLA, DIN 06-0U0804 --------------------------------------------------------------------------- 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 0008 847.00 E.W. @ F.A.(+) 091819 N 0016.0 015 0004 4,235.00 A.C. @ F.A.(+) 043019 N 0011.0 0005 5,505.50 050119 N 0012.0 0006 4,416.50 050219 N 0013.0 15,004.00 TOTAL THIS ESTIMATE -142,624.80 TOTAL PREVIOUS ESTIMATE -127,620.80 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 12/30/19 EST. NO. 008 TIME 09:28 AM R.E. NAME: DADAWALLA, DIN 06-0U0804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM-2402F -10,000.00 006 REC'D CEM-4401 10,000.00 008 10,000.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -5,000.00 005 MISSING PAYROLL -10,000.00 006 REC'D PAYROLL EST.05 5,000.00 008 REC'D PAYROLL EST.06 10,000.00 008 15,000.00 0.00 TOTAL DEDUCTIONS 25,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/30/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U0804 TIME 09:28 AM ESTIMATE NO. 008 BID OPENING 09/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 12/30/19 LOCATION FINAL ESTIMATE 06-FRE-5-21.0/31.0 -------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY ON I-5 FROM 2716 S. GRANITE COURT TUOLUMNE AVE OC TO 1.0 MI. NORTH OF FRESNO CA 93706 RTE 33/5 SEPARATION FED. AID NO. B1IM-005 -5(151)E PAVEMENT PRESERVATION (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 750.0000 750.00 1.000 750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 200,000.0000 200,000.00 1.000 200,000 004 CONSTRUCTION AREA SIGNS LS 20,700.0000 20,700.00 1.000 20,700 005 TRAFFIC CONTROL SYSTEM LS 1,855,000.2500 1,855,000.25 1.000 1,855,000 006 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,540.00 44.000 1,540 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 008 TEMPORARY RAILING (TYPE K) LF 25.0000 83,000.00 3,280.000 82,000 009 TEMPORARY CRASH CUSHION MODULE EA 135.0000 16,200.00 112.000 15,120 010 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 490.0000 490.00 1.000 490 012 MOVE-IN/MOVE-OUT EA 450.0000 1,800.00 0.000 0 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 0.8300 12,450.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 16,750.00 30.000 7,500 015 TEMPORARY FIBER ROLL LF 14.0000 2,100.00 0.000 0 016 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 6,000.00 0.000 0 017 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 018 TREATED WOOD WASTE LB 0.1000 2,180.00 22,700.000 2,270 019 ROADWAY EXCAVATION CY 25.0000 37,750.00 1,500.000 37,500 020 SHOULDER BACKING TON 100.0000 220,000.00 3,275.810 327,581 021 HYDROMULCH SQFT 0.0500 4,620.00 92,005.300 4,600 022 HYDROSEED SQFT 0.1100 10,164.00 92,005.300 10,120 PROGRAM CAS145 PAGE 2 DATE 12/30/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U0804 TIME 09:28 AM ESTIMATE NO. 008 BID OPENING 09/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 12/30/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COMPOST (CY) CY 58.0000 31,900.00 549.200 31,853 024 CLASS 2 AGGREGATE BASE (CY) CY 400.0000 6,800.00 16.400 6,560 025 PREPAVING INERTIAL PROFILER LS 1,000.0000 1,000.00 1.000 1,000 026 REPLACE ASPHALT CONCRETE SURFACING CY 500.0000 1,000.00 0.000 0 027 HOT MIX ASPHALT (PANEL REPLACEMENT) TON 250.0000 260,000.00 1,736.600 434,150 028 HOT MIX ASPHALT (TYPE A) TON 73.0000 3,657,300.00 49,571.610 3,618,727 029 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 76.0000 2,318,000.00 26,863.690 2,041,640 030 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 031 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0500 6,667.50 6,368.000 6,686 032 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0500 672.00 312.000 327 033 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0500 18,900.00 17,777.000 18,665 034 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0500 52.50 507.000 532 035 PLACE HOT MIX ASPHALT SQYD 125.0000 41,250.00 184.170 23,021 (MISCELLANEOUS AREA) 036 TACK COAT TON 540.0000 167,400.00 120.970 65,323.80 279.960 151,178 037 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 460.0000 8,740.00 30.170 13,878 038 REMOVE ASPHALT CONCRETE DIKE LF 0.5000 12,500.00 25,046.420 12,523 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 940,000.00 473,763.880 947,527 040 DRILL AND BOND (DOWEL BAR) EA 49.0000 1,568.00 24.000 1,176 041 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 2,400.0000 45,600.00 30.170 72,408 042 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 85.0000 146,200.00 2,578.600 219,181 043 8" ENTRANCE TAPER EA 700.0000 5,600.00 5.000 3,500 044 12" ENTRANCE TAPER EA 900.0000 2,700.00 3.000 2,700 045 REMOVE ENTRANCE TAPER EA 400.0000 4,400.00 8.000 3,200 046 REMOVE OVERSIDE DRAIN EA 350.0000 9,450.00 12.000 4,200 047 REMOVE CONCRETE (CURB AND GUTTER) LF 18.0000 4,680.00 251.000 4,518 048 ADJUST MONUMENT COVER TO GRADE EA 1,500.0000 36,000.00 24.000 36,000 049 REMOVE AND REPLACE MONUMENT EA 1,500.0000 4,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/30/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U0804 TIME 09:28 AM ESTIMATE NO. 008 BID OPENING 09/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 12/30/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DELINEATOR (CLASS 1) EA 45.0000 6,750.00 142.000 6,390 051 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 18,440.00 4,599.000 18,396 052 OBJECT MARKER (TYPE L) EA 75.0000 675.00 9.000 675 053 REMOVE MARKER EA 25.0000 125.00 5.000 125 054 REMOVE ROADSIDE SIGN EA 60.0000 120.00 2.000 120 055 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.2500 1,068.75 75.000 1,068 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 056 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 300.00 75.000 300 057 ROADSIDE SIGN - TWO POST EA 500.0000 1,000.00 2.000 1,000 058 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 37,060.00 1,087.500 36,975 059 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 212,100.00 3,594.820 251,637 060 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 48.0000 44,160.00 912.500 43,800 (STEEL POST) 061 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 40,000.00 10.000 40,000 062 RAIL TENSIONING ASSEMBLY EA 250.0000 1,500.00 6.000 1,500 063 END ANCHOR ASSEMBLY (TYPE SFT) EA 825.0000 4,125.00 5.000 4,125 064 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 28,800.00 9.000 28,800 065 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,400.0000 32,400.00 6.000 32,400 066 CONCRETE BARRIER TRANSITION LF 1,430.0000 40,040.00 28.000 40,040 (F) 067 REMOVE GUARDRAIL LF 16.0000 19,520.00 1,262.500 20,200 068 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 4,140.00 673.000 4,038 (ENHANCED WET NIGHT VISIBILITY) 069 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 420.00 580.000 406 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 070 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 73,500.00 106,029.000 74,220 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 071 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 183,600.00 218,872.000 186,041 (ENHANCED WET NIGHT VISIBILITY) 072 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,550.00 2,317.000 2,317 (ENHANCED WET NIGHT VISIBILITY) 073 12" RUMBLE STRIP STA 12.5000 25,625.00 2,048.000 25,600 (ASPHALT CONCRETE PAVEMENT) 074 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 12/30/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U0804 TIME 09:28 AM ESTIMATE NO. 008 BID OPENING 09/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 12/30/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 MODIFYING EXISTING ELECTRICAL SYSTEM LS 29,860.0000 29,860.00 1.000 29,860 PROGRAM CAS145 PAGE 5 DATE 12/30/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U0804 TIME 09:28 AM ESTIMATE NO. 008 BID OPENING 09/06/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/19 R.E. NAME: DADAWALLA, DIN DATE OF THIS ESTIMATE 12/30/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 65,323.80 11,113,862.34 ADJUSTMENT OF COMPENSATION 14,157.00 -163,248.77 EXTRA WORK 847.00 35,627.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 80,327.80 10,986,241.54 076 MOBILIZATION LS 1,220,000.0000 1,220,000.00 1.000 1,220,000 ORIGINAL CONTRACT AMOUNT 12,295,753.00 TOTAL WORK COMPLETED 80,327.80 12,206,241.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 25,000.00 0.00 TOTAL 105,327.80 12,206,241.54 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 10/22/18 75 12/17/18 04/23/19 08/27/19 78 96 3 0 100% 100% DADAWALLA, DIN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/30/19