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 07/29/22 EST. NO. 022 TIME 06:44 AM R.E. NAME: DAN RECHS 03-3H72U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0001 19,645.60 E.W. @ L.S.(+) 071522 N CT0010 19,645.60 TOTAL THIS ESTIMATE 2,279,427.25 TOTAL PREVIOUS ESTIMATE 2,299,072.85 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 07/29/22 EST. NO. 022 TIME 06:44 AM R.E. NAME: DAN RECHS 03-3H72U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 10/20 LETTER -8,000.00 003 PER 9/20 LETTER -10,000.00 003 PER LTR DATED 12/20 -10,000.00 005 RETURN DEDUCT 9/20 10,000.00 005 RETURN DEDUCT 10/20 8,000.00 005 PER 1/20/21 LETTER -3,000.00 006 RETURN DEDUCT 12/20 10,000.00 007 RETURN DEDUCT 1/21 3,000.00 007 PER 4/21 LETTER -1,000.00 008 RELEASE 4/21 DEDUCT 1,000.00 009 MISSING FHWA 1391 -10,000.00 011 RELEASE FHWA 1391 10,000.00 016 PER 3/22 LTR -10,000.00 018 RETURN LTTR 3/22 10,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 LOCATION PROGRESS ESTIMATE 03-BUT-70-5.6/9.1 ----------------- BALDWIN CONTRACTING COMPANY IN BUTTE COUNTY NEAR OROVILLE, FROM INC. DBA. KNIFE RIVER CONSTRUC 0.3 MILES NORTH OF COX LANE TO TION 0.2 MILES NORTH OF PALERMO ROAD 1764 SKYWAY; CHICO CA 95928 FED. AID NO. ACNH-P070(141)E CONSTRUCT TWO-WAY LEFT-TURN ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 1,500.0000 1,500.00 0.750 1,125 003 TIME-RELATED OVERHEAD (LS) LS 260,000.0000 260,000.00 1.000 260,000 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000 005 CONSTRUCTION AREA SIGNS LS 34,415.0000 34,415.00 1.000 34,415 006 TRAFFIC CONTROL SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 007 TYPE III BARRICADE EA 40.0000 8,400.00 37.000 1,480 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.2500 4,935.00 1,206.000 6,331 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2200 50,600.00 194,885.000 42,874 010 PLASTIC TRAFFIC DRUMS EA 50.0000 55,000.00 825.000 41,250 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 8,400.0000 8,400.00 1.000 8,400 SYSTEMS 012 TEMPORARY PAVEMENT MARKER EA 4.2500 13,345.00 4,208.000 17,884 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,000.0000 5,000.00 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,800.0000 12,800.00 1.000 12,800 015 TEMPORARY RAILING (TYPE K) LF 21.0000 348,600.00 16,600.000 348,600 016 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,000.0000 96,000.00 24.000 96,000 017 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 1.000 15,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 1,800.0000 1,800.00 0.900 1,620 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 16,500.00 11.000 5,500 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 425.0000 25,075.00 1.000 425 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 MOVE-IN/MOVE-OUT EA 1,250.0000 15,000.00 2.000 2,500 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 62,550.00 6,623.000 5,960 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.0000 19,860.00 0.000 0 025 TEMPORARY CHECK DAM LF 6.0600 2,424.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 170.0000 2,720.00 16.000 2,720 027 TEMPORARY FIBER ROLL LF 3.1700 31,097.70 2,521.000 7,991 028 TEMPORARY GRAVEL BAG BERM LF 12.3500 6,545.50 24.000 296 029 TEMPORARY SILT FENCE LF 3.3400 13,994.60 4,223.000 14,104 030 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 52,000.00 1.000 5,200 031 STREET SWEEPING LS 90,000.0000 90,000.00 1.000 90,000 032 TEMPORARY CONCRETE WASHOUT LS 4,500.0000 4,500.00 0.950 4,275 033 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 680.0000 2,720.00 0.000 0 034 WATER QUALITY MONITORING REPORT EA 312.0000 1,248.00 0.000 0 035 WATER QUALITY ANNUAL REPORT EA 1,200.0000 3,600.00 0.000 0 036 TREATED WOOD WASTE LB 0.2900 1,189.00 4,095.000 1,187 037 REMOVE CONCRETE (SQYD) SQYD 100.0000 2,500.00 25.000 2,500 038 TEMPORARY HIGH-VISIBILITY FENCE LF 3.1500 13,324.50 4,219.000 13,289 039 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 040 REMOVE TREES LS 51,000.0000 51,000.00 1.000 51,000 041 ROADWAY EXCAVATION CY 15.0000 687,000.00 45,800.000 687,000 042 SHOULDER BACKING TON 50.0000 18,500.00 443.700 22,185 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 ORGANIC FERTILIZER LB 1.0000 11,800.00 11,800.000 11,800 045 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 250.0000 5,000.00 5.000 1,250 046 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 87,030.00 758,570.000 68,271 047 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.4000 164,000.00 312,385.000 124,954 048 FIBER ROLLS LF 3.5000 320,250.00 94,331.000 330,158 049 COMPOST (CY) CY 30.0000 69,900.00 2,036.000 61,080 PROGRAM CAS145 PAGE 3 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 INCORPORATE MATERIALS SQFT 0.0300 10,200.00 318,849.000 9,565 051 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000 052 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 1,972,000.00 49,300.000 1,972,000 053 HOT MIX ASPHALT (TYPE A) TON 65.0000 3,282,500.00 46,123.510 2,998,028 054 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 1,764,000.00 20,316.370 1,828,473 055 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 70.0000 658,700.00 9,494.670 664,626 (OPEN GRADED FRICTION COURSE) 056 DATA CORE LS 10,000.0000 10,000.00 1.000 10,000 057 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.2500 3,575.00 1,094.200 3,556 (MOD) 058 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.2500 3,575.00 1,276.200 4,147 (MOD) 059 PLACE HOT MIX ASPHALT SQYD 85.0000 170.00 2.000 170 (MISCELLANEOUS AREA) 060 TACK COAT TON 550.0000 71,500.00 136.740 75,207 061 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 14,000.00 13,912.000 13,912 062 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,750.00 343.000 1,715 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 57,000.00 15,034.230 37,585 064 STRUCTURAL CONCRETE,WINGWALL (TYPE A) CY 2,655.0000 138,060.00 52.000 138,060 (F) 065 STRUCTURAL CONCRETE,WINGWALL (TYPE D) CY 2,655.0000 18,585.00 7.000 18,585 (F) 066 STRUCTURAL CONCRETE, BOX CULVERT CY 3,000.0000 588,000.00 196.000 588,000 (F) 067 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 62,900.00 37.000 62,900 (F) 068 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 5,500.00 2.500 5,500 (F) 069 CONCRETE BACKFILL (PIPE TRENCH) CY 230.0000 12,190.00 53.000 12,190 (F) 070 18" PLASTIC PIPE LF 120.0000 166,800.00 1,428.900 171,468 071 24" PLASTIC PIPE LF 150.0000 234,000.00 1,560.000 234,000 072 18" REINFORCED CONCRETE PIPE LF 170.0000 4,590.00 26.100 4,437 073 24" REINFORCED CONCRETE PIPE LF 205.0000 57,400.00 280.000 57,400 074 14" X 23" OVAL SHAPED REINFORCED LF 210.0000 92,400.00 430.200 90,342 CONCRETE PIPE 075 19" X 30" OVAL SHAPED REINFORCED LF 220.0000 74,800.00 335.700 73,854 CONCRETE PIPE 076 18" SLOTTED CORRUGATED STEEL PIPE LF 130.0000 24,700.00 190.000 24,700 (.168" THICK) PROGRAM CAS145 PAGE 4 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DRAINAGE INLET MARKER EA 30.0000 480.00 16.000 480 078 GRATED LINE DRAIN LF 300.0000 18,600.00 62.000 18,600 079 18" STEEL FLARED END SECTION EA 615.0000 29,520.00 52.000 31,980 080 24" STEEL FLARED END SECTION EA 625.0000 2,500.00 4.000 2,500 081 18" CONCRETE FLARED END SECTION EA 2,200.0000 4,400.00 2.000 4,400 082 24" CONCRETE FLARED END SECTION EA 2,300.0000 6,900.00 3.000 6,900 083 14" X 23" CONCRETE FLARED END SECTION EA 3,200.0000 25,600.00 8.000 25,600 084 19" X 30" CONCRETE FLARED END SECTION EA 3,500.0000 21,000.00 6.000 21,000 085 INLET DEPRESSION EA 1,200.0000 14,400.00 12.000 14,400 086 REMOVE CULVERT (LF) LF 17.0000 45,900.00 2,864.100 48,689 087 REMOVE GRATED LINE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 088 REMOVE INLET EA 650.0000 650.00 1.000 650 089 REMOVE HEADWALL EA 5,000.0000 15,000.00 3.000 15,000 090 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,600.0000 1,600.00 1.000 1,600 091 REMOVE FLARED END SECTION (EA) EA 200.0000 12,000.00 51.000 10,200 092 REMOVE BOX CULVERT EA 35,000.0000 35,000.00 1.000 35,000 093 ROCK SLOPE PROTECTION CY 250.0000 9,500.00 156.500 39,125 (150 LB, CLASS III, METHOD B) (CY) 094 ROCK SLOPE PROTECTION CY 425.0000 3,825.00 8.700 3,697 (60 LB, CLASS II, METHOD B) (CY) 095 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.0000 552.00 200.100 1,600 096 MISCELLANEOUS IRON AND STEEL LB 2.7000 10,956.60 4,058.000 10,956 (F) 097 RESET MAILBOX EA 355.0000 355.00 0.500 177 098 RELOCATE MAILBOX EA 350.0000 7,350.00 21.000 7,350 099 TEMPORARY FENCE (TYPE BW) LF 17.4200 7,142.20 383.000 6,671 100 TEMPORARY FENCE (TYPE WM) LF 12.7900 15,475.90 1,166.000 14,913 101 CHAIN LINK FENCE (TYPE CL-6) LF 17.9700 14,555.70 750.000 13,477 102 REMOVE FENCE (TYPE BW) LF 8.3500 2,421.50 282.000 2,354 103 RELOCATE GATE EA 3,026.0000 9,078.00 3.000 9,078 PROGRAM CAS145 PAGE 5 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 35.0000 1,680.00 48.000 1,680 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 15,960.00 2,997.000 14,235 106 MILEPOST MARKER EA 45.0000 720.00 16.000 720 107 MARKER (CULVERT) EA 45.0000 810.00 18.000 810 108 REMOVE ROADSIDE SIGN EA 300.0000 7,200.00 24.000 7,200 109 SALVAGE ROADSIDE SIGN (METAL POST) EA 300.0000 1,200.00 4.000 1,200 110 RESET ROADSIDE SIGN EA 300.0000 2,400.00 8.000 2,400 111 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 3.000 900 112 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 1,242.00 54.000 1,242 FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 324.00 36.000 324 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.2500 287.00 28.000 287 (0.080"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 156.00 16.000 156 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 4,140.00 230.000 4,140 (0.080"-FRAMED) RETROREFLECTIVE SHEETING (TYPE XI) 117 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.2500 1,402.50 330.000 1,402 118 ROADSIDE SIGN - ONE POST EA 450.0000 3,600.00 8.000 3,600 119 ROADSIDE SIGN - TWO POST EA 900.0000 7,200.00 8.000 7,200 120 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 25.0000 8,250.00 325.000 8,125 121 VEGETATION CONTROL (MINOR CONCRETE) SQYD 56.0000 18,480.00 321.000 17,976 122 CABLE RAILING LF 109.5300 10,843.47 99.000 10,843 (F) 123 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 7,000.00 2.000 7,000 124 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 6,750.00 2.000 6,750 125 CONCRETE BARRIER (TYPE 842B) LF 1,444.0000 63,536.00 44.000 63,536 (F) 126 REMOVE GUARDRAIL LF 7.0000 1,890.00 261.000 1,827 127 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 1,737.50 1,702.000 2,127 (ENHANCED WET NIGHT VISIBILITY) 128 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 8,160.00 1,277.000 7,662 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 429.00 1,635.000 490 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 51.00 168.000 50 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 20,910.00 73,987.000 22,196 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,300.00 67,824.000 67,824 (ENHANCED WET NIGHT VISIBILITY) 133 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9500 6,844.50 3,234.000 6,306 (ENHANCED WET NIGHT VISIBILITY) 134 REMOVE PAINTED TRAFFIC STRIPE (WATER LF 0.6500 13,650.00 5,394.000 3,506 BLASTING) 135 REMOVE PAINTED PAVEMENT MARKING (WATER SQFT 0.8000 440.00 619.000 495 BLASTING) 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 35,325.00 56,170.000 25,276 (WATER BLASTING) 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 84.00 126.000 126 (WATER BLASTING) 138 6" RUMBLE STRIP STA 18.0000 6,480.00 360.000 6,480 (ASPHALT CONCRETE PAVEMENT) 139 12" RUMBLE STRIP STA 20.0000 6,400.00 219.000 4,380 (ASPHALT CONCRETE PAVEMENT) 140 LOCATING AND MAPPING UNDERGROUND LS 33,360.0000 33,360.00 1.000 33,360 FACILITIES 141 TEMPORARY LIGHTING SYSTEMS LS 25,000.0000 25,000.00 1.000 25,000 142 MODIFYING LIGHTING SYSTEMS LS 70,000.0000 70,000.00 1.000 70,000 143 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 144 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 6,880.0000 6,880.00 1.000 6,880 145 BIOLOGICAL RESOURCE INFORMATION PROGRAM LS 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 7 DATE 07/29/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3H72U4 TIME 06:44 AM ESTIMATE NO. 022 BID OPENING 05/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DAN RECHS DATE OF THIS ESTIMATE 07/29/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 12,564,470.71 ADJUSTMENT OF COMPENSATION 0.00 816,076.72 EXTRA WORK 19,645.60 1,482,996.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 19,645.60 14,863,543.56 146 MOBILIZATION LS 627,000.0000 627,000.00 1.000 627,000 ORIGINAL CONTRACT AMOUNT 13,728,302.17 TOTAL WORK COMPLETED 19,645.60 15,490,543.56 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 19,645.60 15,490,543.56 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 07/02/20 380 07/31/20 07/31/20 07/29/22 126 365 3 0 95% 33% PROGRESS IS SATISFACTORY DAN RECHS RESIDENT ENGINEER