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 09/15/22 EST. NO. 029 TIME 08:21 AM R.E. NAME: HANI EISAA 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 --------------------------------------------------------------------------- 001 0022 1,320.00 E.W. @ F.A.(+) 120221 N 870857 007 0039 6,468.18 E.W. @ F.A.(+) 051922 N 0148.0 0040 5,507.34 052522 N 0149.0 0041 597.63 051220 N 898714 0042 6,418.71 050522 N 898722 20,311.86 TOTAL THIS ESTIMATE 3,319,985.37 TOTAL PREVIOUS ESTIMATE 3,340,297.23 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 09/15/22 EST. NO. 029 TIME 08:21 AM R.E. NAME: HANI EISAA 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 PER LTR DATED 9/20 -2,000.00 007 RETURN DEDUCT 7/20 10,000.00 008 RETURN DEDUCT 8/20 10,000.00 008 PER LTR DATED 11/20 -5,000.00 009 RETURN DEDUCT 11/20 5,000.00 010 RETURN DEDUCT 9/20 2,000.00 010 DEDUCT LTTR 9/2022 -10,000.00 029 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 2,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 8,000.0000 8,000.00 1.000 8,000 003 TIME-RELATED OVERHEAD (LS) LS 255,000.0000 255,000.00 1.000 255,000 004 CONSTRUCTION AREA SIGNS LS 21,000.0000 21,000.00 1.000 21,000 005 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 1.000 650,000 006 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 45,000.0000 45,000.00 1.000 45,000 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 73,000.0000 73,000.00 1.000 73,000 008 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 009 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,995.0000 1,995.00 1.000 1,995 010 TEMPORARY COVER SQYD 10.4800 12,261.60 400.000 4,192 011 TEMPORARY CHECK DAM LF 7.1000 11,360.00 240.000 1,704 012 TEMPORARY DRAINAGE INLET PROTECTION EA 340.0000 15,640.00 59.000 20,060 013 TEMPORARY FIBER ROLL LF 2.6400 5,808.00 780.000 2,059 014 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 015 TREATED WOOD WASTE LB 0.1000 36,300.00 136,253.000 13,625 016 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 017 DUST PALLIATIVE LS 1,000.0000 1,000.00 1.000 1,000 018 ROADWAY EXCAVATION CY 175.0000 140,000.00 1,000.000 175,000 019 SHOULDER BACKING TON 44.0000 144,760.00 626.000 27,544.00 2,877.150 126,594 020 DITCH EXCAVATION CY 175.0000 6,825.00 39.000 6,825 021 ROADSIDE CLEARING LS 15,000.0000 15,000.00 1.000 15,000 022 DECOMPOSED GRANITE SQFT 315.3500 4,099.55 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WOOD MULCH CY 339.0000 61,020.00 180.000 61,020 024 REMOVE IRRIGATION FACILITY LS 9,650.0000 9,650.00 1.000 9,650 025 POP-UP SPRINKLER ASSEMBLY EA 113.0000 4,972.00 25.000 2,825 026 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.2000 12,163.20 674.000 7,548 (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 43,800.000 1,752 029 HYDROSEED SQFT 0.0400 1,704.00 43,800.000 1,752 030 CLASS 2 AGGREGATE BASE (CY) CY 100.0000 266,000.00 3,324.340 332,434 031 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 44,000.00 22.000 11,000.00 44.000 22,000 032 CRACK TREATMENT LNMI 3,750.0000 15,000.00 4.000 15,000 033 HOT MIX ASPHALT (TYPE A) TON 190.0000 199,500.00 134.500 25,555.00 865.380 164,422 034 MINOR HOT MIX ASPHALT TON 225.0000 8,775.00 39.000 8,775 035 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 99.0000 9,820,800.00 91,135.130 9,022,377 036 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 98.0000 6,448,400.00 67,346.230 6,599,930 (OPEN GRADED FRICTION COURSE) 037 DATA CORE LS 15,000.0000 15,000.00 1.000 15,000 038 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 4,089.000 24,534 040 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 36.00 6.000 36 041 TACK COAT TON 1.0000 790.00 600.000 600 042 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 5,540.00 4,095.000 4,095 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3600 1,332,800.00 952,840.970 1,295,863 044 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 3.400 6,043 (F) 046 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 50,400.00 36.000 50,400 (F) 047 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6500 477,744.85 130,889.000 477,744 (F) 048 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 39,266.70 130,889.000 39,266 (F) 049 REMOVE SIGN STRUCTURE (EA) EA 2,500.0000 15,000.00 6.000 15,000 PROGRAM CAS145 PAGE 3 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 3,000 051 18" PLASTIC PIPE LF 223.4400 12,736.08 57.000 12,736 052 18" REINFORCED CONCRETE PIPE LF 380.1700 23,570.54 62.000 23,570 053 DRAINAGE INLET MARKER EA 82.5000 165.00 2.000 165 054 18" ALTERNATIVE FLARED END SECTION EA 1,182.9900 2,365.98 2.000 2,365 055 REMOVE CULVERT (LF) LF 65.5400 3,473.62 53.000 3,473 056 REMOVE INLET EA 1,264.4900 1,264.49 1.000 1,264 057 ADJUST MANHOLE TO GRADE EA 3,500.0000 10,500.00 3.000 10,500 058 ADJUST UTILITY COVER TO GRADE EA 850.0000 161,500.00 202.000 171,700 059 SMALL-ROCK SLOPE PROTECTION CY 8,500.0000 1,700.00 0.200 1,700 (F) 060 ROCK SLOPE PROTECTION CY 275.0000 3,850.00 14.000 3,850 (150 LB, CLASS III, METHOD B) (CY) 061 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 705.00 47.000 705 062 MINOR CONCRETE (CURB) (CY) CY 661.5800 158,779.20 233.700 154,611 063 DETECTABLE WARNING SURFACE SQFT 45.0000 68,850.00 1,403.880 63,174 064 MINOR CONCRETE (ISLAND PAVING) CY 1,250.0000 17,500.00 13.300 16,625 065 MINOR CONCRETE (DRIVEWAY) CY 1,100.0000 17,600.00 16.000 17,600 066 MINOR CONCRETE (SIDEWALK) CY 475.0000 441,750.00 929.400 441,465 067 MINOR CONCRETE (TEXTURED PAVING) CY 630.0000 850,500.00 1,470.000 926,100 068 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 238,000.00 166.590 233,226 069 REMOVE CURB LF 14.0000 40,880.00 2,920.000 40,880 070 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 20.0000 147,600.00 7,371.500 147,430 071 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 900.0000 16,200.00 18.000 16,200 072 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 8,500.0000 2,550.00 0.300 2,550 073 PRE/POST CONSTRUCTION SURVEYS EA 900.0000 73,800.00 82.000 73,800 074 MISCELLANEOUS IRON AND STEEL LB 5.0000 3,910.00 782.000 3,910 (F) 075 DELINEATOR (CLASS 1) EA 55.0000 30,800.00 560.000 30,800 076 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 59,200.00 14,800.000 59,200 PROGRAM CAS145 PAGE 4 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 46.000 2,530 078 OBJECT MARKER (TYPE K-1) EA 55.0000 715.00 13.000 715 079 REMOVE ROADSIDE SIGN EA 100.0000 9,400.00 72.000 7,200 080 RESET ROADSIDE SIGN EA 200.0000 16,000.00 80.000 16,000 081 RELOCATE ROADSIDE SIGN EA 250.0000 1,500.00 6.000 1,500 082 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 46,760.00 1,670.000 46,760 FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 1,912.50 150.000 1,912 (0.063"-UNFRAMED) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,050.00 270.000 4,050 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,600.00 440.000 6,600 (0.080"-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 9,600.00 480.000 9,600 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.5000 369.00 18.000 369 (0.063"-FRAMED) 088 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.3700 12,941.70 2,410.000 12,941 089 ROADSIDE SIGN - ONE POST EA 275.0000 16,775.00 61.000 16,775 090 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 1.000 750 091 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 225.0000 6,750.00 30.000 6,750 METHOD) 092 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 236,750.00 9,657.500 241,437 093 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 30.0000 125,100.00 4,251.250 127,537 094 VEGETATION CONTROL (MINOR CONCRETE) SQYD 62.0000 1,351,600.00 21,200.000 1,314,400 095 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 75.0000 3,750.00 50.000 3,750 (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 1.000 5,500 099 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 101,500.00 52.000 182,000 100 END CAP (TYPE A) EA 300.0000 1,500.00 5.000 1,500 101 END CAP (TYPE TC) EA 250.0000 7,750.00 24.000 6,000 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 36,800.00 43.000 34,400 PROGRAM CAS145 PAGE 5 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 61.000 176,595 104 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 27,660.000 96,810 107 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 67,600.00 16,900.000 67,600 (ENHANCED WET NIGHT VISIBILITY) 108 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 224.00 224.000 89 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 8,200.00 20,500.000 8,200 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 110 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 108,800.00 283,250.000 113,300 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 215,150.00 331,000.000 215,150 (ENHANCED WET NIGHT VISIBILITY) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 44.00 137.500 55 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 113 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 81,300.00 54,200.000 81,300 (ENHANCED WET NIGHT VISIBILITY) 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 12,000.00 12,000.000 12,000 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 115 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 1,500.00 625.000 1,875 116 12" RUMBLE STRIP STA 21.0000 49,770.00 1,893.340 39,760 (ASPHALT CONCRETE PAVEMENT) 117 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,800.0000 5,800.00 1.000 5,800 SYSTEM ELEMENTS DURING CONSTRUCTION 118 LOCATING AND MAPPING UNDERGROUND LS 58,000.0000 58,000.00 1.000 58,000 FACILITIES 119 MODIFYING EXISTING ELECTRICAL SYSTEM LS 2,352,000.0000 2,352,000.00 1.000 2,352,000 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 ROADWAY EXCAVATION (TYPE Z-2) CY 150.0000 624,000.00 4,331.000 649,650 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 6 DATE 09/15/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H4804 TIME 08:21 AM ESTIMATE NO. 029 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 07/29/22 R.E. NAME: HANI EISAA DATE OF THIS ESTIMATE 09/15/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 64,099.00 28,970,639.01 ADJUSTMENT OF COMPENSATION 0.00 -397,395.62 EXTRA WORK 20,311.86 3,737,692.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 84,410.86 32,310,936.24 122 MOBILIZATION LS 2,657,277.0000 2,657,277.00 1.000 2,657,277 ORIGINAL CONTRACT AMOUNT 32,226,602.24 TOTAL WORK COMPLETED 84,410.86 34,968,213.24 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 74,410.86 34,958,213.24 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 10/25/19 170 06/22/20 01/27/20 07/29/22 212 412 42 0 100% 100% HANI EISAA RESIDENT ENGINEER