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 04/02/20 EST. NO. 010 TIME 01:16 PM R.E. NAME: COLLINS, RON 02-0H7604 --------------------------------------------------------------------------- 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 3,994.24 E.W. @ U.P (+) 110119 N 005 0 007 0002 6,270.00 E.W. @ F.A.(+) 011520 N 0002 0 10,264.24 TOTAL THIS ESTIMATE 1,469,520.64 TOTAL PREVIOUS ESTIMATE 1,479,784.88 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 04/02/20 EST. NO. 010 TIME 01:16 PM R.E. NAME: COLLINS, RON 02-0H7604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM4401 2019 -10,000.00 010 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402 -10,000.00 010 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/19 -3,000.00 003 PER LTR DATED 8/19 -6,000.00 004 PER LTR DATED 9/19 -5,000.00 005 PER LTTR DATED 10/19 -5,000.00 006 RELEASE 7/19 DEDUCT 3,000.00 010 RELEASE 8/19 DEDUCT 6,000.00 010 RELEASE 9/19 DEDUCT 5,000.00 010 14,000.00 -5,000.00 TOTAL DEDUCTIONS -6,000.00 -25,000.00 PROGRAM CAS145 PAGE 1 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 02-LAS ---------------------------------- HAT CREEK CONSTRUCTION & IN LASSEN AND PLUMAS COUNTIES AT MATERIALS, INC. AND NEAR CHILCOOT FROM 0.9 MILE 24339 STATE HIGHWAY 89 N. WEST OF SUMMIT SCHOOL DRIVE TO 0.7 BURNEY CA 96013 MILE EAST OF ROUTE 395 FED. AID NO. B1NH-P070(138)E RECLAMATION & DRAINAGE REHAB ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,000 002 TIME-RELATED OVERHEAD (LS) LS 25,000.0000 25,000.00 1.000 25,000 003 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000 004 CONSTRUCTION AREA SIGNS LS 10,890.0000 10,890.00 1.000 10,890 005 TRAFFIC CONTROL SYSTEM LS 887,600.0000 887,600.00 1.000 887,600 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 3,040.00 0.000 0 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8000 45,600.00 50,211.000 40,168 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,000.0000 4,000.00 1.000 4,000 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 23,200.0000 23,200.00 1.000 23,200 010 JOB SITE MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 1.000 1,500 012 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 013 TEMPORARY HYDRAULIC MULCH SQYD 1.0600 4,240.00 0.000 0 (BONDED FIBER MATRIX) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 3,750.00 0.000 0 015 TEMPORARY FIBER ROLL LF 6.0000 19,080.00 750.000 4,500 016 TEMPORARY GRAVEL BAG BERM LF 9.0000 9,000.00 352.000 3,168 017 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 018 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 1.000 3,000 019 TREATED WOOD WASTE LB 0.1000 19,400.00 197,080.000 19,708 020 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 1.0000 1,900.00 1,620.000 1,620 021 TEMPORARY HIGH-VISIBILITY FENCE LF 4.2500 23,375.00 5,500.100 23,375 022 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 1.000 25,000 PROGRAM CAS145 PAGE 2 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 DUST PALLIATIVE LS 15,000.0000 15,000.00 1.000 15,000 024 ROADWAY EXCAVATION CY 30.0000 97,500.00 2,979.000 89,370 025 SHOULDER BACKING TON 32.0000 384,000.00 9,000.000 288,000 026 DITCH EXCAVATION CY 40.0000 6,400.00 159.500 6,380 027 BONDED FIBER MATRIX (SQFT) SQFT 0.0800 10,160.00 116,110.000 9,288 028 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 495,500.00 2,399.000 119,950 029 FULL DEPTH RECLAMATION-FOAMED ASPHALT SQYD 8.0000 1,464,000.00 192,134.000 1,537,072 030 ASPHALTIC EMULSION (FULL DEPTH TON 1,000.0000 61,000.00 51.000 51,000 RECLAMATION-FOAMED ASPHALT) 031 ASPHALT BINDER (FULL DEPTH TON 588.0000 1,958,040.00 2,491.050 1,464,737 RECLAMATION-FOAMED ASPHALT) 032 CEMENT (FULL DEPTH RECLAMATION-FOAMED TON 171.0000 519,840.00 1,461.950 249,993 ASPHALT) 033 SUPPLEMENTARY AGGREGATE TON 22.0000 182,600.00 0.000 0 (FULL DEPTH RECLAMATION-FOAMED ASPHALT) 034 MIX DESIGN (FULL DEPTH LS 51,000.0000 51,000.00 1.000 51,000 RECLAMATION-FOAMED ASPHALT) 035 HOT MIX ASPHALT (TYPE A) TON 95.0000 6,583,500.00 62,655.550 5,952,277 036 DATA CORE LS 15,120.0000 15,120.00 1.000 15,120 037 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.3500 715.50 530.000 715 038 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.3500 1,431.00 0.000 0 039 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 877.50 645.000 870 040 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 9,585.00 7,091.000 9,572 041 PLACE HOT MIX ASPHALT SQYD 15.0000 4,950.00 505.000 7,575 (MISCELLANEOUS AREA) 042 TACK COAT TON 100.0000 9,300.00 49.770 4,977 043 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 14,100.00 3,982.000 3,982 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 99,600.00 45,547.000 273,282 045 REMOVE BASE AND SURFACING CY 24.0000 229,920.00 1,250.000 30,000 046 RAIL ELEMENT WALL SQFT 21.0000 283,500.00 6,896.000 144,816 047 STRUCTURAL CONCRETE, HEADWALL CY 3,099.0000 80,574.00 26.000 80,574 (F) 048 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,800.0000 159,600.00 34.610 131,518 (F) 049 MINOR CONCRETE (MINOR STRUCTURE) CY 838.0000 34,358.00 37.000 31,006 PROGRAM CAS145 PAGE 3 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 18" ALTERNATIVE PIPE CULVERT LF 150.0000 33,000.00 216.000 32,400 051 24" ALTERNATIVE PIPE CULVERT LF 150.0000 118,500.00 474.000 71,100 052 36" ALTERNATIVE PIPE CULVERT LF 140.0000 3,920.00 28.000 3,920 053 CONCRETE BACKFILL (PIPE TRENCH) CY 180.0000 14,760.00 90.000 16,200 (F) 054 24" REINFORCED CONCRETE PIPE LF 150.0000 66,000.00 440.000 66,000 (CLASS IV, RUBBER GASKET JOINT) 055 30" X 19" ELLIPTICAL REINFORCED LF 200.0000 15,800.00 76.000 15,200 CONCRETE PIPE (CLASS III) 056 34"X 22" ELLIPTICAL REINFORCED CONCRETE LF 250.0000 32,500.00 111.000 27,750 PIPE (CLASS III) 057 12" CORRUGATED STEEL PIPE (.079" THICK) LF 125.0000 375.00 0.000 0 058 18" CORRUGATED STEEL PIPE (.109" THICK) LF 150.0000 31,500.00 193.600 29,040 059 24" CORRUGATED STEEL PIPE (.109" THICK) LF 185.0000 29,600.00 153.000 28,305 060 24" X 18" CORRUGATED STEEL PIPE ARCH LF 140.0000 29,400.00 190.000 26,600 (.109" THICK) 061 42" X 29" CORRUGATED STEEL PIPE ARCH LF 150.0000 900.00 6.000 900 (.109" THICK) 062 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 66.0000 16,500.00 252.000 16,632 063 8" PLASTIC PIPE (UNDERDRAIN OUTLET) LF 150.0000 4,800.00 26.000 3,900 064 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 120.0000 2,280.00 19.000 2,280 (.079" THICK) 065 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 100.0000 54,000.00 503.000 50,300 (.109" THICK) 066 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 140.0000 3,080.00 20.000 2,800 (.109" THICK) 067 18" ANCHOR ASSEMBLY EA 250.0000 9,750.00 37.000 9,250 068 24" ANCHOR ASSEMBLY EA 250.0000 500.00 2.000 500 069 24" CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 070 30" X 19" ELLIPTICAL REINFORCED EA 2,000.0000 4,000.00 2.000 4,000 CONCRETE PIPE FLARED END SECTION 071 34" X 22" ELLIPTICAL REINFORCED EA 2,500.0000 5,000.00 2.000 5,000 CONCRETE PIPE FLARED END SECTION 072 18" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 1.000 500 073 24" ALTERNATIVE FLARED END SECTION EA 550.0000 7,150.00 12.000 6,600 074 36" ALTERNATIVE FLARED END SECTION EA 900.0000 2,700.00 3.000 2,700 075 42" X 29" ALTERNATIVE FLARED END PIPE EA 815.0000 815.00 1.000 815 ARCH SECTION 076 24" X 18" STEEL FLARED END PIPE ARCH EA 500.0000 5,000.00 10.000 5,000 SECTION PROGRAM CAS145 PAGE 4 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 36" PRECAST CONCRETE PIPE INLET LF 900.0000 7,200.00 18.000 16,200 078 ABANDON CULVERT (EA) EA 2,250.0000 9,000.00 4.000 9,000 079 REMOVE CULVERT (LF) LF 5.0000 7,750.00 1,243.400 6,217 080 REMOVE DOWNDRAIN (EA) EA 350.0000 4,900.00 14.000 4,900 081 REMOVE INLET EA 75.0000 300.00 2.000 150 082 REMOVE HEADWALL EA 75.0000 300.00 4.000 300 083 REMOVE FLARED END SECTION (EA) EA 100.0000 1,100.00 11.000 1,100 084 ADJUST INLET EA 2,000.0000 4,000.00 4.000 8,000 085 SAND BACKFILL CY 100.0000 2,900.00 27.500 2,750 086 ROCK SLOPE PROTECTION CY 100.0000 4,900.00 245.300 24,530 (300 LB, CLASS IV, METHOD B) (CY) 087 ROCK SLOPE PROTECTION CY 85.0000 46,750.00 377.800 32,113 (60 LB, CLASS II, METHOD B) (CY) 088 ROCK SLOPE PROTECTION CY 125.0000 16,250.00 123.300 15,412 (20 LB, CLASS I, METHOD B) (CY) 089 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 3,200.00 1,623.500 3,247 090 MISCELLANEOUS IRON AND STEEL LB 2.0000 15,062.00 6,360.000 12,720 (F) 091 36" ALTERNATIVE TRENCHLESS CULVERT LF 900.0000 117,000.00 140.000 126,000 092 FENCE (TYPE BW, WOOD POST) LF 40.0000 6,000.00 150.000 6,000 093 TEMPORARY FENCE (TYPE BW) LF 30.0000 4,500.00 150.000 4,500 094 REMOVE FENCE (TYPE BW) LF 5.0000 750.00 150.000 750 095 DELINEATOR (CLASS 1) EA 38.0000 14,440.00 361.000 13,718 096 PAVEMENT MARKER EA 8.5000 24,650.00 3,268.000 27,778 (RETROREFLECTIVE-RECESSED) 097 MILEPOST MARKER EA 45.0000 990.00 22.000 990 098 UNDERDRAIN MARKER EA 50.0000 100.00 2.000 100 099 MARKER (CULVERT) EA 45.0000 2,430.00 54.000 2,430 100 OBJECT MARKER (TYPE L-1) EA 45.0000 6,300.00 140.000 6,300 101 REMOVE ROADSIDE SIGN (WOOD POST) EA 50.0000 2,150.00 43.000 2,150 102 REMOVE ROADSIDE SIGN (METAL POST) EA 50.0000 650.00 13.000 650 103 REMOVE ROADSIDE SIGN PANEL EA 50.0000 800.00 16.000 800 PROGRAM CAS145 PAGE 5 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SALVAGE ROADSIDE SIGN PANEL EA 25.0000 50.00 2.000 50 105 RECONSTRUCT TURNABLE SIGN EA 200.0000 1,000.00 5.000 1,000 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.2500 2,910.00 120.000 2,910 (2-1/2" TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.2500 348.75 31.000 348 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.2500 2,887.50 350.000 2,887 (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7500 517.00 44.000 517 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 0.7500 90.00 120.000 90 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2500 2,450.00 200.000 2,450 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,480.00 280.000 4,480 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 113 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 3,675.00 1,050.000 3,675 114 ROADSIDE SIGN - ONE POST EA 250.0000 10,250.00 41.000 10,250 115 ROADSIDE SIGN - TWO POST EA 500.0000 7,500.00 15.000 7,500 116 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 750.00 5.000 750 METHOD) 117 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 800.00 16.000 800 EXISTING POST 118 INSTALL ROADSIDE SIGN EA 5,500.0000 5,500.00 1.000 5,500 (LAMINATED WOOD BOX POST) 119 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 23.8000 357,000.00 15,699.400 373,645 120 VEGETATION CONTROL (MINOR CONCRETE) SQYD 25.0000 151,000.00 7,423.500 185,587 121 CABLE RAILING LF 50.0000 11,000.00 220.000 11,000 (F) 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 775.0000 3,100.00 4.000 3,100 123 END ANCHOR ASSEMBLY (TYPE B) LF 50.0000 12,000.00 240.000 12,000 124 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,375.0000 121,500.00 36.000 121,500 125 ASYMMETRICAL REPLACEMENT ASSEMBLY EA 1,950.0000 7,800.00 4.000 7,800 126 ALTERNATIVE CASH CUSHION SYSTEM EA 39,000.0000 39,000.00 1.000 39,000 127 SALVAGE GUARDRAIL LF 3.0000 42,600.00 13,980.500 41,941 PROGRAM CAS145 PAGE 6 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 17,850.00 2,093.000 14,651 129 THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 70,650.00 158,748.000 71,436 (SPRAYABLE) 130 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,253.0000 2,253.00 1.000 2,253 SYSTEM ELEMENTS DURING CONSTRUCTION 131 TRAFFIC MONITORING STATION SYSTEM LS 14,454.0000 14,454.00 1.000 14,454 132 MODIFYING EXISTING ELECTRICAL SYSTEM LS 169,766.0000 169,766.00 1.000 169,766 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 THERMOPLASTIC PAVEMENT MARKING SQFT 45.0000 5,400.00 120.000 5,400 (RECESSED) PROGRAM CAS145 PAGE 7 DATE 04/02/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0H7604 TIME 01:16 PM ESTIMATE NO. 010 BID OPENING 03/12/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/24/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 04/02/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,598,249.30 ADJUSTMENT OF COMPENSATION 0.00 2,926.00 EXTRA WORK 10,264.24 1,476,858.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 10,264.24 15,078,034.18 135 MOBILIZATION LS 1,500,399.7500 1,500,399.75 1.000 1,500,399 ORIGINAL CONTRACT AMOUNT 17,335,629.00 TOTAL WORK COMPLETED 10,264.24 16,578,433.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -6,000.00 -25,000.00 TOTAL 4,264.24 16,553,433.93 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 04/15/19 120 05/20/19 05/20/19 01/24/20 122 48 5 0 100% 100% COLLINS, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 04/02/20