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 08/26/20 EST. NO. 006 TIME 11:11 AM R.E. NAME: SUSHMA LEE 03-0H4804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0003 19,372.80 E.W. @ U.P (+) 063020 N 2.2 0 0004 19,372.80 073120 N 2.3 0 38,745.60 TOTAL THIS ESTIMATE 28,235.68 TOTAL PREVIOUS ESTIMATE 66,981.28 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 08/26/20 EST. NO. 006 TIME 11:11 AM R.E. NAME: SUSHMA LEE 03-0H4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTTR DATED 7/20 -10,000.00 005 LETTER 8/18 DEL PAY -10,000.00 006 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 LOCATION PROGRESS ESTIMATE 03-SAC-99-11.8/21.6 ----------------- MERCER-FRASER COMPANY IN SAC COUNTY ON SR 99 NEAR GALT PO BOX 1006 FROM SJ COUNTY LINE TO SIMMERHORN EUREKA CA 95502-1006 RD OC AND FROM 0.7 MILES SOUTH OF ELK GROVE BLVD OC TO MLK BLVD OC FED. AID NO. B1NH-P099(637)E RHMA OVERLAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,300.0000 2,300.00 0.500 1,150.00 1.000 2,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 0.250 2,000.00 0.500 4,000 003 TIME-RELATED OVERHEAD (LS) LS 255,000.0000 255,000.00 0.140 35,700.00 0.250 63,750 004 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 0.100 2,100.00 0.470 9,870 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.100 65,000.00 0.250 162,500 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 45,000.0000 45,000.00 0.100 4,500.00 0.450 20,250 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 73,000.0000 73,000.00 0.100 7,300.00 0.250 18,250 008 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.100 2,500.00 0.250 6,250 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,995.0000 1,995.00 0.250 498.75 0.750 1,496 010 TEMPORARY COVER SQYD 10.4800 12,261.60 0.000 0 011 TEMPORARY CHECK DAM LF 7.1000 11,360.00 0.000 0 012 TEMPORARY DRAINAGE INLET PROTECTION EA 340.0000 15,640.00 59.000 20,060 013 TEMPORARY FIBER ROLL LF 2.6400 5,808.00 0.000 0 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.100 500.00 0.250 1,250 015 TREATED WOOD WASTE LB 0.1000 36,300.00 66,560.000 6,656 016 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.100 15,000.00 0.650 97,500 017 DUST PALLIATIVE LS 1,000.0000 1,000.00 0.140 140.00 0.250 250 018 ROADWAY EXCAVATION CY 175.0000 140,000.00 57.200 10,010.00 129.850 22,723 019 SHOULDER BACKING TON 44.0000 144,760.00 0.000 0 020 DITCH EXCAVATION CY 175.0000 6,825.00 24.100 4,217.50 24.100 4,217 021 ROADSIDE CLEARING LS 15,000.0000 15,000.00 0.250 3,750.00 0.250 3,750 022 DECOMPOSED GRANITE SQFT 315.3500 4,099.55 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WOOD MULCH CY 339.0000 61,020.00 0.000 0 024 REMOVE IRRIGATION FACILITY LS 9,650.0000 9,650.00 1.000 9,650.00 1.000 9,650 025 POP-UP SPRINKLER ASSEMBLY EA 113.0000 4,972.00 0.000 0 026 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.2000 12,163.20 0.000 0 (F) LINE) 027 8" CORRUGATED HIGH DENSITY LF 402.0000 27,336.00 0.000 0 POLYETHYLENE PIPE CONDUIT 028 HYDROMULCH SQFT 0.0400 1,704.00 0.000 0 029 HYDROSEED SQFT 0.0400 1,704.00 0.000 0 030 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 266,000.00 470.840 47,084.00 829.740 82,974 031 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 44,000.00 0.000 0 032 CRACK TREATMENT LNMI 3,750.0000 15,000.00 0.000 0 033 HOT MIX ASPHALT (TYPE A) TON 190.0000 199,500.00 0.000 0 034 MINOR HOT MIX ASPHALT TON 225.0000 8,775.00 0.000 0 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 9,820,800.00 29,911.640 2,961,252.36 52,561.710 5,203,609 036 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 98.0000 6,448,400.00 0.000 0 (OPEN GRADED FRICTION COURSE) 037 DATA CORE LS 15,000.0000 15,000.00 0.140 2,100.00 0.250 3,750 038 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 150.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 29,160.00 0.000 0 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 36.00 0.000 0 041 TACK COAT TON 1.0000 790.00 350.000 350.00 413.280 413 042 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 5,540.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3600 1,332,800.00 310,440.660 422,199.30 538,711.930 732,648 044 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,595.0000 271,150.00 164.000 261,580 PILE (SIGN FOUNDATION) 045 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,777.4206 6,043.23 0.000 0 (F) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 50,400.00 6.500 9,100.00 32.400 45,360 (F) 047 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 477,744.85 14,000.000 51,100 (F) 048 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 39,266.70 14,000.000 4,200 (F) 049 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 15,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE BRIDGE MOUNTED SIGN EA 1,500.0000 3,000.00 0.000 0 051 18" PLASTIC PIPE LF 223.4400 12,736.08 0.000 0 052 18" REINFORCED CONCRETE PIPE LF 380.1700 23,570.54 0.000 0 053 DRAINAGE INLET MARKER EA 82.5000 165.00 0.000 0 054 18" ALTERNATIVE FLARED END SECTION EA 1,182.9900 2,365.98 0.000 0 055 REMOVE CULVERT (LF) LF 65.5400 3,473.62 0.000 0 056 REMOVE INLET EA 1,264.4900 1,264.49 0.000 0 057 ADJUST MANHOLE TO GRADE EA 3,500.0000 10,500.00 0.000 0 058 ADJUST UTILITY COVER TO GRADE EA 850.0000 161,500.00 9.000 7,650.00 28.000 23,800 059 SMALL-ROCK SLOPE PROTECTION CY 8,500.0000 1,700.00 0.000 0 (F) 060 ROCK SLOPE PROTECTION CY 275.0000 3,850.00 0.000 0 (150 LB, CLASS III, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 705.00 0.000 0 062 MINOR CONCRETE (CURB) (CY) CY 661.5800 158,779.20 2.700 1,786.27 31.500 20,839 063 DETECTABLE WARNING SURFACE SQFT 45.0000 68,850.00 33.000 1,485.00 351.880 15,834 064 MINOR CONCRETE (ISLAND PAVING) CY 1,250.0000 17,500.00 0.000 0 065 MINOR CONCRETE (DRIVEWAY) CY 1,100.0000 17,600.00 0.000 0 066 MINOR CONCRETE (SIDEWALK) CY 475.0000 441,750.00 0.080 38.00 61.010 28,979 067 MINOR CONCRETE (TEXTURED PAVING) CY 630.0000 850,500.00 299.660 188,785.80 414.560 261,172 068 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 238,000.00 3.600 5,040.00 46.520 65,128 069 REMOVE CURB LF 14.0000 40,880.00 128.000 1,792.00 615.920 8,622 070 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 147,600.00 80.600 1,612.00 714.980 14,299 071 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 900.0000 16,200.00 0.000 0 072 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 8,500.0000 2,550.00 0.000 0 073 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 73,800.00 20.000 18,000 074 MISCELLANEOUS IRON AND STEEL LB 5.0000 3,910.00 0.000 0 (F) 075 DELINEATOR (CLASS 1) EA 55.0000 30,800.00 0.000 0 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 59,200.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MILEPOST MARKER EA 55.0000 2,530.00 0.000 0 078 OBJECT MARKER (TYPE K-1) EA 55.0000 715.00 0.000 0 079 REMOVE ROADSIDE SIGN EA 100.0000 9,400.00 0.000 0 080 RESET ROADSIDE SIGN EA 200.0000 16,000.00 2.000 400.00 2.000 400 081 RELOCATE ROADSIDE SIGN EA 250.0000 1,500.00 0.000 0 082 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 46,760.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 1,912.50 0.000 0 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,050.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,600.00 0.000 0 (0.080"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,600.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 369.00 0.000 0 (0.063"-FRAMED) 088 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.3700 12,941.70 0.000 0 089 ROADSIDE SIGN - ONE POST EA 275.0000 16,775.00 0.000 0 090 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 0.000 0 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 6,750.00 0.000 0 METHOD) 092 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 236,750.00 3,305.250 82,631 093 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 30.0000 125,100.00 6.250 187.50 562.500 16,875 094 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 1,351,600.00 488.000 30,256 095 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 75.0000 3,750.00 0.000 0 (WOOD POST) 096 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 33.0000 495,000.00 16,147.500 532,867 097 TRANSITION RAILING (TYPE STB) EA 4,000.0000 4,000.00 1.000 4,000 098 TRANSITION RAILING (TYPE DTB) EA 5,500.0000 5,500.00 0.000 0 099 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 101,500.00 3.000 10,500 100 END CAP (TYPE A) EA 300.0000 1,500.00 0.000 0 101 END CAP (TYPE TC) EA 250.0000 7,750.00 4.000 1,000 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 36,800.00 9.000 7,200 PROGRAM CAS145 PAGE 5 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,895.0000 185,280.00 10.000 28,950 104 CRASH CUSHION (TYPE CAT) EA 5,500.0000 11,000.00 0.000 0 105 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0 106 REMOVE GUARDRAIL LF 3.5000 95,550.00 19,710.000 68,985 107 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 67,600.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 224.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 8,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 108,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 215,150.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 44.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 81,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 115 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,500.00 0.000 0 116 12" RUMBLE STRIP STA 21.0000 49,770.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,800.0000 5,800.00 0.250 1,450.00 0.250 1,450 SYSTEM ELEMENTS DURING CONSTRUCTION 118 LOCATING AND MAPPING UNDERGROUND LS 58,000.0000 58,000.00 0.500 29,000.00 0.500 29,000 FACILITIES 119 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,352,000.0000 2,352,000.00 0.070 164,640.00 0.205 482,160 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 ROADWAY EXCAVATION (TYPE Z-2) CY 150.0000 624,000.00 707.220 106,083.00 1,244.300 186,645 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 6 DATE 08/26/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 11:11 AM ESTIMATE NO. 006 BID OPENING 08/01/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/20 R.E. NAME: SUSHMA LEE DATE OF THIS ESTIMATE 08/26/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,116,051.48 8,779,955.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 38,745.60 66,981.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,154,797.08 8,846,936.72 122 MOBILIZATION LS 2,657,277.0000 2,657,277.00 0.200 531,455.40 0.950 2,524,413 ORIGINAL CONTRACT AMOUNT 32,226,602.24 TOTAL WORK COMPLETED 4,686,252.48 11,371,349.87 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 4,676,252.48 11,351,349.87 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 10/25/19 170 06/22/20 01/27/20 03/02/21 38 103 0 0 35% 22% PROGRESS IS SATISFACTORY *** SUSPENDED ON 01/27/20. SUSHMA LEE RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/20