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 04/24/20 EST. NO. 003 TIME 11:47 AM R.E. NAME: NICOLE MALLORY 02-4G41U4 --------------------------------------------------------------------------- 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 0005 970.47 E.W. @ F.A.(+) 020520 N HSC005 970.47 TOTAL THIS ESTIMATE 7,404.42 TOTAL PREVIOUS ESTIMATE 8,374.89 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 04/24/20 EST. NO. 003 TIME 11:47 AM R.E. NAME: NICOLE MALLORY 02-4G41U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 LOCATION PROGRESS ESTIMATE 02-SHA-5-56.6/67.0 ----------------- J.F. SHEA CONSTRUCTION, INC. IN SHASTA AND SISKIYOU COUNTIES 17400 CLEAR CREEK RD ABOUT 7 MI N/O POLLARD FLAT FR 0.8 REDDING CA 96001 MI S TO 0.7 MI N/O SIMS RD UC AND FROM 0.6 MI S/O CRAG VIEW DR UC TO 0.2 MI S/O S DUNSMUIR UC FED. AID NO. B1IM- 005-8(362)E REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.200 600 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,000.0000 11,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,330.0000 232,750.00 9.000 11,970.00 9.000 11,970 004 CONSTRUCTION AREA SIGNS LS 38,500.0000 38,500.00 0.400 15,400 005 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 0.051 6,885.00 0.051 6,885 006 FLASHING ARROW SIGN EA 715.0000 5,720.00 2.000 1,430.00 2.000 1,430 007 TYPE III BARRICADE EA 137.0000 7,809.00 20.000 2,740.00 20.000 2,740 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.3700 334,170.00 13,300.000 31,521.00 13,300.000 31,521 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.8000 8,888.00 252.000 2,217.60 252.000 2,217 010 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 430.00 0.000 0 011 PLASTIC TRAFFIC DRUMS EA 27.5000 4,950.00 80.000 2,200.00 80.000 2,200 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 51,501.0000 51,501.00 0.051 2,626.55 0.051 2,626 013 TEMPORARY RAILING (TYPE K) LF 17.3600 390,600.00 3,280.000 56,940.80 3,280.000 56,940 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,502.0000 33,012.00 2.000 11,004.00 2.000 11,004 015 TEMPORARY TRAFFIC SCREEN LF 1.0000 12,600.00 2,140.000 2,140.00 2,140.000 2,140 016 PORTABLE VEHICLE SPEED FEEDBACK SIGNS LS 4,407.0000 4,407.00 0.051 224.76 0.051 224 017 TRAFFIC CONTROL SURVEILLANCE LS 27,500.0000 27,500.00 0.000 0 018 JOB SITE MANAGEMENT LS 42,750.0000 42,750.00 0.051 2,180.25 0.051 2,180 019 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.000 0 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 9,500.00 3.000 1,500.00 5.000 2,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 490.0000 18,620.00 4.000 1,960.00 4.000 1,960 022 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 1,540.0000 3,080.00 0.000 0 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 1,500.00 0.000 0 025 TEMPORARY COVER SQYD 2.6100 36,801.00 0.000 0 026 TEMPORARY CHECK DAM LF 10.2500 4,100.00 30.000 307 027 TEMPORARY DRAINAGE INLET PROTECTION EA 504.0000 4,032.00 5.000 2,520 028 TEMPORARY FIBER ROLL LF 5.2500 15,750.00 0.000 0 029 TEMPORARY CONSTRUCTION ENTRANCE EA 6,818.0000 40,908.00 0.000 0 030 STREET SWEEPING LS 19,000.0000 19,000.00 0.051 969.00 0.051 969 031 TEMPORARY CONCRETE WASHOUT LS 11,850.0000 11,850.00 0.000 0 032 ASBESTOS COMPLIANCE PLAN LS 1,865.0000 1,865.00 0.100 186.50 0.600 1,119 033 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.7600 33,264.00 8,500.000 14,960.00 8,500.000 14,960 STRIPE (HAZARDOUS WASTE) 034 TREATED WOOD WASTE LB 0.1100 2,519.00 0.000 0 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 22,970.0000 22,970.00 0.250 5,742 036 BAT AND BIRD EXCLUSION DEVICE LS 92,285.0000 92,285.00 0.800 73,828 037 INVASIVE SPECIES CONTROL LS 51,415.0000 51,415.00 0.850 43,702.75 1.000 51,415 038 REMOVE CONCRETE (CY) CY 390.0000 8,580.00 11.000 4,290.00 11.000 4,290 039 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 5,440.00 837.000 6,696 040 CLEARING AND GRUBBING (LS) LS 21,500.0000 21,500.00 1.000 21,500 041 ROADWAY EXCAVATION CY 59.0000 230,100.00 329.630 19,448.17 329.630 19,448 042 ROCK EXCAVATION CY 74.0000 123,580.00 0.000 0 043 SHOULDER BACKING TON 110.0000 17,600.00 0.000 0 044 STRUCTURE EXCAVATION (BRIDGE) CY 111.0000 134,865.00 0.000 0 (F) 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 97.0000 92,829.00 0.000 0 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 200.0000 222,000.00 0.000 0 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 142.0000 107,920.00 0.000 0 (F) 048 PERVIOUS BACKFILL MATERIAL (RETAINING CY 280.0000 12,600.00 0.000 0 (F) WALL) 049 IMPORTED BORROW (CY) CY 74.0000 51,800.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 HYDROSEED SQFT 0.2500 15,400.00 0.000 0 051 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 213,750.00 2.500 312.50 2.500 312 052 HOT MIX ASPHALT (TYPE A) TON 195.0000 856,050.00 1,274.030 248,435.85 1,274.030 248,435 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 228.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 200.00 0.000 0 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 440.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 5,840.00 0.000 0 057 PLACE HOT MIX ASPHALT SQYD 7.0000 25,620.00 3,621.410 25,349.87 3,621.410 25,349 (MISCELLANEOUS AREA) 058 TACK COAT TON 950.0000 3,230.00 0.000 0 059 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 11,840.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 46,080.00 2,979.000 35,748.00 2,979.000 35,748 061 RAIL ELEMENT WALL SQFT 44.0000 5,280.00 0.000 0 062 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 232.0000 1,223,568.00 0.000 0 063 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 723.0000 274,017.00 0.000 0 (F) 064 STRUCTURAL CONCRETE, BRIDGE CY 1,400.0000 861,000.00 0.000 0 (F) 065 STRUCTURAL CONCRETE, BRIDGE CY 1,665.0000 907,425.00 0.000 0 (F) (POLYMER FIBER) 066 STRUCTURAL CONCRETE, RETAINING WALL CY 935.0000 235,620.00 0.000 0 (F) 067 STRUCTURAL CONCRETE, APPROACH SLAB CY 925.0000 488,400.00 0.000 0 (F) (TYPE N) 068 STRUCTURAL CONCRETE, DRAINAGE INLET CY 7,700.0000 107,800.00 1.302 10,025.40 1.302 10,025 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) CY 9,350.0000 19,635.00 1.754 16,399.90 1.754 16,399 (F) 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,400.0000 460,200.00 0.000 0 WIDE FLANGE GIRDER (80'-90') 071 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,000.0000 672,000.00 0.000 0 WIDE FLANGE GIRDER (110'-120') 072 ERECT PRECAST PRESTRESSED CONCRETE EA 7,500.0000 187,500.00 0.000 0 GIRDER 073 JOINT SEAL (MR 1") LF 42.0000 16,884.00 0.000 0 074 BAR REINFORCING STEEL (BRIDGE) LB 2.8000 307,020.00 0.000 0 (F) 075 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3400 43,818.00 0.000 0 (F) 076 BAR REINFORCING STEEL (EPOXY COATED) LB 3.0000 251,880.00 0.000 0 (F) (BRIDGE) PROGRAM CAS145 PAGE 4 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 HEADED BAR REINFORCEMENT EA 27.0000 1,728.00 0.000 0 (F) 078 PUBLIC SAFETY PLAN LS 5,166.0000 5,166.00 1.000 5,166.00 1.000 5,166 079 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2400 7,266.00 4,346.000 1,043.04 4,346.000 1,043 080 FURNISH POLYESTER CONCRETE OVERLAY CF 88.0000 222,200.00 338.000 29,744.00 338.000 29,744 081 PLACE POLYESTER CONCRETE OVERLAY SQFT 5.0000 151,375.00 4,342.000 21,710.00 4,342.000 21,710 (F) 082 BRIDGE REMOVAL, LOCATION A LS 130,000.0000 130,000.00 0.000 0 083 BRIDGE REMOVAL, LOCATION B LS 135,000.0000 135,000.00 0.000 0 084 18" ALTERNATIVE PIPE CULVERT LF 440.0000 154,000.00 28.700 12,628.00 28.700 12,628 085 24" ALTERNATIVE PIPE CULVERT LF 440.0000 259,600.00 218.700 96,228.00 361.900 159,236 086 12" CORRUGATED STEEL PIPE (.079" THICK) LF 330.0000 990.00 0.000 0 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 440.0000 15,400.00 8.800 3,872.00 15.000 6,600 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 495.0000 7,425.00 0.000 0 089 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 55.0000 5,335.00 0.000 0 090 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 192.0000 23,040.00 10.800 2,073.60 10.800 2,073 (.109" THICK) 091 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 10,175.00 0.000 0 (.109" THICK) 092 18" ANCHOR ASSEMBLY EA 770.0000 6,930.00 2.000 1,540.00 2.000 1,540 093 24" ANCHOR ASSEMBLY EA 1,100.0000 3,300.00 0.000 0 094 36" CORRUGATED STEEL PIPE INLET LF 1,210.0000 18,150.00 7.500 9,075.00 7.500 9,075 (.109" THICK) 095 18" STEEL FLARED END SECTION EA 1,870.0000 1,870.00 1.000 1,870 096 18" ALTERNATIVE FLARED END SECTION EA 1,980.0000 1,980.00 0.000 0 097 24" ALTERNATIVE FLARED END SECTION EA 1,430.0000 5,720.00 3.000 4,290 098 36" PRECAST CONCRETE PIPE INLET LF 2,751.0000 30,261.00 10.400 28,610.40 10.400 28,610 099 REMOVE CULVERT (LF) LF 99.0000 104,940.00 244.600 24,215.40 391.900 38,798 100 REMOVE DOWNDRAIN (EA) EA 2,751.0000 16,506.00 1.000 2,751.00 1.000 2,751 101 REMOVE INLET EA 2,751.0000 35,763.00 4.000 11,004.00 4.000 11,004 102 REMOVE EDGE DRAIN LF 8.0000 7,200.00 0.000 0 103 ROCK SLOPE PROTECTION CY 641.0000 8,333.00 2.200 1,410.20 2.200 1,410 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 208.00 10.900 43.60 10.900 43 105 MINOR CONCRETE (TEXTURED PAVING) CY 3,000.0000 27,000.00 0.000 0 106 MISCELLANEOUS IRON AND STEEL LB 7.0000 24,661.00 1,141.000 7,987.00 1,141.000 7,987 (F) 107 PREPARE AND STAIN CONCRETE SQFT 86.0000 39,560.00 0.000 0 108 ELEVATED DOUBLE TWISTED WIRE MESH SQFT 5.7500 328,900.00 0.000 0 DRAPERY SYSTEM 109 REMOVE CHAIN LINK FENCE LF 6.6000 5,412.00 0.000 0 110 REMOVE PAVEMENT MARKER EA 2.5000 2,200.00 522.000 1,305.00 522.000 1,305 111 DELINEATOR (CLASS 2) EA 44.0000 484.00 0.000 0 112 PAVEMENT MARKER EA 14.0000 16,380.00 0.000 0 (RETROREFLECTIVE-RECESSED) 113 MARKER (CULVERT) EA 50.0000 1,200.00 0.000 0 114 REMOVE ROADSIDE SIGN (WOOD POST) EA 132.0000 528.00 0.000 0 115 REMOVE ROADSIDE SIGN (STEEL POST) EA 250.0000 2,250.00 0.000 0 116 RELOCATE ROADSIDE SIGN EA 275.0000 1,650.00 0.000 0 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 795.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 780.00 0.000 0 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 270.00 0.000 0 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 900.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 121 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 650.00 0.000 0 122 ROADSIDE SIGN - ONE POST EA 291.0000 3,201.00 0.000 0 123 ROADSIDE SIGN - TWO POST EA 715.0000 1,430.00 0.000 0 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 250.00 0.000 0 METHOD) 125 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 2,150.0000 4,300.00 0.000 0 126 MIDWEST GUARDRAIL SYSTEM LF 25.0000 22,500.00 0.000 0 127 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 30.0000 28,200.00 0.000 0 128 VEGETATION CONTROL (MINOR CONCRETE) SQYD 165.0000 3,300.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 TUBULAR BICYCLE RAILING LF 105.0000 88,515.00 0.000 0 (F) 130 TRANSITION RAILING (TYPE WB-31) EA 3,431.0000 13,724.00 0.000 0 131 END CAP (TYPE A) EA 165.0000 330.00 0.000 0 132 END ANCHOR ASSEMBLY (TYPE SFT) EA 765.0000 1,530.00 0.000 0 133 INTERMEDIATE ANCHOR ASSEMBLY EA 765.0000 765.00 0.000 0 134 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,525.0000 14,100.00 0.000 0 135 CONCRETE BARRIER (TYPE 60M) LF 126.0000 461,160.00 0.000 0 136 CONCRETE BARRIER (TYPE 60MA) LF 115.0000 37,145.00 0.000 0 137 CONCRETE BARRIER (TYPE 60MC) LF 132.0000 155,760.00 0.000 0 138 CONCRETE BARRIER TYPE 60MP MOD LF 1,210.0000 26,620.00 0.000 0 139 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 194.0000 163,542.00 0.000 0 (F) 140 REMOVE GUARDRAIL LF 3.0000 6,270.00 0.000 0 141 SALVAGE METAL BRIDGE RAILING LF 11.0000 5,786.00 0.000 0 142 REMOVE CONCRETE BARRIER LF 21.0000 101,850.00 1,716.000 36,036.00 1,716.000 36,036 143 THERMOPLASTIC PAVEMENT MARKING SQFT 11.0000 7,700.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 920.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 145 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 19,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 146 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3800 69,828.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 147 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 9,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 148 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 27,200.00 6,725.000 6,725.00 6,725.000 6,725 149 12" RUMBLE STRIP STA 97.0000 12,610.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 150 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 151 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 152 CONDUIT SYSTEM LS 27,500.0000 27,500.00 0.000 0 153 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 154 MODIFYING EXISTING ELECTRICAL SYSTEM LS 386,000.0000 386,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 156 PORTABLE SOLAR LED LIGHT TOWER LS 70,000.0000 70,000.00 0.051 3,570.00 0.051 3,570 PROGRAM CAS145 PAGE 8 DATE 04/24/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G41U4 TIME 11:47 AM ESTIMATE NO. 003 BID OPENING 08/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: NICOLE MALLORY DATE OF THIS ESTIMATE 04/24/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 864,105.14 1,086,822.59 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 970.47 8,374.89 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 865,075.61 1,095,197.48 157 MOBILIZATION LS 1,400,000.0000 1,400,000.00 0.500 700,000.00 0.500 700,000 ORIGINAL CONTRACT AMOUNT 14,989,652.00 TOTAL WORK COMPLETED 1,565,075.61 1,795,197.48 MATERIALS ON HAND ON SITE 34,506.00 DEDUCTIONS 0.00 0.00 TOTAL 1,565,075.61 1,829,703.48 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 09/06/19 175 00/00/00 00/00/00 12/16/20 8 105 0 0 12% 5% PROGRESS IS SATISFACTORY NICOLE MALLORY RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/20