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 07/25/18 EST. NO. 005 TIME 12:57 PM R.E. NAME: ANWAR, TOFAEL 02-4E0204 --------------------------------------------------------------------------- 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 0002 723.20 E.W. @ U.P (+) 031318 N 1 0 0003 2,028.30 042818 N 2 0 0004 10,407.53 050518 N 3 0 0005 7,859.70 051218 N 4 0 0006 6,525.50 051918 N 5 0 0008 11,114.16 060218 N 7 0 0009 18,335.04 060918 N 8 0 002 0001 607.47 E.W. @ F.A.(+) 041018 N 1 0 003 0002 762.50 E.W. @ F.A.(+) 061818 N 1 0 004 0002 957.00 E.W. @ U.P (+) 043018 N 1 0 005 0001 1,411.31 E.W. @ F.A.(+) 051118 N 1 0 60,731.71 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 60,731.71 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 07/25/18 EST. NO. 005 TIME 12:57 PM R.E. NAME: ANWAR, TOFAEL 02-4E0204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/18 -5,000.00 005 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 07/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E0204 TIME 12:57 PM ESTIMATE NO. 005 BID OPENING 01/09/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: ANWAR, TOFAEL DATE OF THIS ESTIMATE 07/25/18 LOCATION PROGRESS ESTIMATE 02-SHA-299-77.8/79.7 ----------------- HAT CREEK CONSTRUCTION & IN SHASTA COUNTY NEAR BURNEY FROM MATERIALS, INC. 0.2 MILE WEST OF SONOMA STREET TO 24339 HWY 89 N. 0.3 MILE WEST OF ROUTE 89. BURNEY CA 96013 FED. AID NO. ACST-P299(199)E PULVERIZE & RECONSTRUCT PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.360 360.00 0.860 860 002 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.360 9,000.00 0.860 21,500 003 CONSTRUCTION AREA SIGNS LS 6,995.0000 6,995.00 0.075 524.63 0.725 5,071 004 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.360 162,000.00 0.860 387,000 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 1,500.0000 1,500.00 0.360 540.00 0.860 1,290 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,500.0000 6,500.00 0.360 2,340.00 0.860 5,590 007 JOB SITE MANAGEMENT LS 7,500.0000 7,500.00 0.360 2,700.00 0.860 6,450 008 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.750 1,125 PLAN 009 MOVE-IN/MOVE-OUT EA 950.0000 1,900.00 0.000 0 (TEMPORARY EROSION CONTROL) 010 TEMPORARY HYDRAULIC MULCH SQYD 1.1500 5,175.00 0.000 0 (BONDED FIBER MATRIX) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 900.00 6.000 900 012 TEMPORARY FIBER ROLL LF 7.0000 7,000.00 500.000 3,500 013 TEMPORARY GRAVEL BAG BERM LF 10.0000 1,000.00 0.000 0 014 STREET SWEEPING LS 50,000.0000 50,000.00 0.360 18,000.00 0.860 43,000 015 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.360 720.00 0.860 1,720 016 TREATED WOOD WASTE LB 0.0700 2,289.00 36,080.000 2,525 017 CLEARING AND GRUBBING (LS) LS 45,000.0000 45,000.00 0.500 22,500.00 1.000 45,000 018 DUST PALLIATIVE LS 15,000.0000 15,000.00 0.850 12,750.00 0.850 12,750 019 ROADWAY EXCAVATION CY 16.5000 838,200.00 6,451.000 106,441.50 50,451.000 832,441 020 SHOULDER BACKING TON 27.0000 61,290.00 0.000 0 021 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 2.2500 11,250.00 500.000 1,125 CLASS B2 022 CLASS 1 AGGREGATE SUBBASE CY 34.0000 278,120.00 3,343.000 113,662.00 8,180.000 278,120 PROGRAM CAS145 PAGE 2 DATE 07/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E0204 TIME 12:57 PM ESTIMATE NO. 005 BID OPENING 01/09/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: ANWAR, TOFAEL DATE OF THIS ESTIMATE 07/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLASS 2 AGGREGATE BASE (CY) CY 42.0000 495,600.00 7,284.500 305,949.00 11,800.000 495,600 024 FULL DEPTH RECLAMATION-FOAMED ASPHALT SQYD 12.0000 445,200.00 35,082.000 420,984.00 35,082.000 420,984 025 ASPHALTIC EMULSION (FULL DEPTH TON 2,000.0000 26,000.00 11.870 23,740.00 11.870 23,740 RECLAMATION-FOAMED ASPHALT) 026 ASPHALT BINDER (FULL DEPTH TON 475.0000 323,000.00 563.000 267,425.00 563.000 267,425 RECLAMATION-FOAMED ASPHALT) 027 CEMENT (FULL DEPTH RECLAMATION-FOAMED TON 169.0000 77,740.00 452.000 76,388.00 452.000 76,388 ASPHALT) 028 MIX DESIGN (FULL DEPTH LS 20,000.0000 20,000.00 1.000 20,000.00 1.000 20,000 RECLAMATION-FOAMED ASPHALT) 029 HOT MIX ASPHALT (TYPE A) TON 94.0000 1,269,000.00 13,163.260 1,237,346.44 13,508.760 1,269,823 030 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 110.0000 1,034,000.00 0.000 0 031 DATA CORE LS 8,000.0000 8,000.00 0.500 4,000.00 0.500 4,000 032 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 100.00 0.000 0 033 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 6,240.00 0.000 0 034 PLACE HOT MIX ASPHALT SQYD 23.0000 12,880.00 0.000 0 (MISCELLANEOUS AREA) 035 TACK COAT TON 500.0000 19,000.00 11.560 5,780.00 11.560 5,780 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.0000 43,380.00 2,684.000 48,312.00 2,684.000 48,312 037 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,850.0000 62,700.00 22.000 62,700.00 22.000 62,700 PILE (SIGN FOUNDATION) 038 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 14,700.00 2.820 8,460 (F) 039 MINOR CONCRETE (MINOR STRUCTURE) CY 300.0000 3,000.00 0.000 0 (F) 040 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8500 56,210.00 14,600.000 56,210.00 14,600.000 56,210 (F) 041 INSTALL SIGN STRUCTURE (TRUSS) LB 0.7500 10,950.00 0.000 0 (F) 042 18" ALTERNATIVE PIPE CULVERT LF 160.0000 7,680.00 10.000 1,600.00 30.000 4,800 043 24" ALTERNATIVE PIPE CULVERT LF 115.0000 28,750.00 250.000 28,750 044 18" CORRUGATED STEEL PIPE (.109" THICK) LF 450.0000 1,215.00 0.000 0 045 INFILTRATION TRENCH LF 105.0000 27,300.00 138.000 14,490 046 18" STEEL FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0 047 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 048 36" PRECAST CONCRETE PIPE INLET LF 615.0000 19,680.00 31.400 19,311 049 REMOVE CULVERT (LF) LF 17.0000 6,800.00 394.000 6,698 PROGRAM CAS145 PAGE 3 DATE 07/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E0204 TIME 12:57 PM ESTIMATE NO. 005 BID OPENING 01/09/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: ANWAR, TOFAEL DATE OF THIS ESTIMATE 07/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 250.0000 500.00 2.000 500 051 REMOVE HEADWALL EA 250.0000 750.00 2.000 500 052 REMOVE FLARED END SECTION (EA) EA 250.0000 750.00 2.000 500 053 ROCK SLOPE PROTECTION CY 110.0000 880.00 0.000 0 (F) (1/4 T, CLASS V, METHOD B) (CY) 054 ROCK SLOPE PROTECTION CY 130.0000 3,640.00 0.000 0 (20 LB, CLASS I, METHOD B) (CY) 055 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 550.0000 49,500.00 121.340 66,737 AND DRIVEWAY) 056 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 9.0000 3,600.00 400.000 3,600 057 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 3,600.00 360.000 3,600 058 MISCELLANEOUS IRON AND STEEL LB 2.5000 6,140.00 645.000 1,612 (F) 059 DELINEATOR (CLASS 2) EA 40.0000 10,000.00 0.000 0 060 PAVEMENT MARKER EA 13.0000 11,180.00 0.000 0 (RETROREFLECTIVE-RECESSED) 061 MILEPOST MARKER EA 65.0000 260.00 0.000 0 062 MARKER (CULVERT) EA 50.0000 550.00 0.000 0 063 OBJECT MARKER (TYPE L-1) EA 45.0000 5,850.00 0.000 0 064 REMOVE ROADSIDE SIGN EA 75.0000 1,725.00 0.000 0 065 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 803.00 0.000 0 (0.063"-UNFRAMED) 066 ROADSIDE SIGN - ONE POST EA 269.0000 7,801.00 0.000 0 067 ROADSIDE SIGN - TWO POST EA 595.0000 1,785.00 0.000 0 068 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 329.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 371.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 759.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.5000 675.00 0.000 0 072 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 22.0000 36,520.00 0.000 0 073 VEGETATION CONTROL (MINOR CONCRETE) SQYD 30.0000 29,100.00 0.000 0 074 END ANCHOR ASSEMBLY (TYPE B) LF 15.5000 1,348.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E0204 TIME 12:57 PM ESTIMATE NO. 005 BID OPENING 01/09/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: ANWAR, TOFAEL DATE OF THIS ESTIMATE 07/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0 076 REMOVE GUARDRAIL LF 1.5000 4,830.00 3,220.000 4,830 077 THERMOPLASTIC PAVEMENT MARKING SQFT 7.7500 16,352.50 0.000 0 078 THERMOPLASTIC TRAFFIC STRIPE LF 0.5200 23,244.00 0.000 0 (SPRAYABLE) 079 12" RUMBLE STRIP STA 70.0000 5,110.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 080 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.860 860.00 0.860 860 SYSTEM ELEMENTS DURING CONSTRUCTION 081 ADVANCED VARIABLE MESSAGE SIGN SYSTEM LS 50,750.0000 50,750.00 0.690 35,017.50 0.690 35,017 PROGRAM CAS145 PAGE 5 DATE 07/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4E0204 TIME 12:57 PM ESTIMATE NO. 005 BID OPENING 01/09/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: ANWAR, TOFAEL DATE OF THIS ESTIMATE 07/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,017,850.07 4,603,196.92 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 60,731.71 60,731.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,078,581.78 4,663,928.63 082 MOBILIZATION LS 623,500.0000 623,500.00 0.050 31,175.00 1.000 623,500 ORIGINAL CONTRACT AMOUNT 6,746,647.00 TOTAL WORK COMPLETED 3,109,756.78 5,287,428.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 3,104,756.78 5,282,428.63 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 02/22/18 70 02/26/18 02/26/18 08/08/18 60 6 3 0 76% 82% PROGRESS IS SATISFACTORY ANWAR, TOFAEL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/18