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 11/28/17 EST. NO. 020 TIME 10:42 AM R.E. NAME: MALLORY, NICOLE 02-4G8204 --------------------------------------------------------------------------- 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 0018 140.01 E.W. @ F.A.(+) 103017 N JFS018 0019 21.12 101117 N JFS019 0020 2,825.00 102717 N JFS020 009 0013 1,832.96 E.W. @ F.A.(+) 091217 N NIE013 010 0002 2,272.42 E.W. @ F.A.(+) 051217 N JFS002 0007 826.20 062317 N JFS007 0008 206.54 062217 N JFS008 011 0009 1,023.26 E.W. @ F.A.(+) 052617 N JFS009 016 0001 7,518.49 E.W. @ F.A.(+) 050117 N JFS001 0002 9,111.59 050217 N JFS002 0003 7,347.75 050317 N JFS003 0004 25,790.13 050417 N JFS004 0009 2,997.28 062817 N JFS009 0011 1,889.35 071017 N JFS011 017 0002 760.60 E.W. @ F.A.(+) 060317 N JFS002 0004 1,716.68 070617 N JFS004 0006 859.33 070717 N JFS006 022 0001 18,087.30 E.W. @ L.S.(+) 111617 N NIE001 023 0001 82,284.81 E.W. @ L.S.(+) 111617 N NIE001 167,510.82 TOTAL THIS ESTIMATE 1,213,164.06 TOTAL PREVIOUS ESTIMATE 1,380,674.88 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 11/28/17 EST. NO. 020 TIME 10:42 AM R.E. NAME: MALLORY, NICOLE 02-4G8204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE WITHHOLD -10,000.00 003 RTN PERF WITHHOLD 10,000.00 004 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 6/16 -2,000.00 002 PER LTR DATED 7/16 -1,000.00 003 RTN DEDUCT 6/16 2,000.00 003 PER LTR DATED 8/16 -5,000.00 004 PER LTR DATED 9/16 -3,000.00 005 RTN DEDUCT 7/16 1,000.00 005 RTN DEDUCT 8/16 5,000.00 005 PER LTR DATED 10/16 -7,000.00 006 RTN DEDUCT 9/16 3,000.00 006 PER LTR DATED 11/16 -1,000.00 007 RTN DEDUCT 10/16 7,000.00 007 RTN DEDUCT 11/16 1,000.00 009 PER LTR DATED 5/17 -1,000.00 014 RTN DEDUCT 5/17 1,000.00 015 PER LTR DATED 7/17 -2,000.00 016 PER LTR DATED 8/17 -10,000.00 017 RTN DEDUCT 7/17 2,000.00 017 PER LTR DATED 9/17 -5,000.00 018 RTN DEDUCT 8/17 10,000.00 018 PER LTR DATED 10/17 -1,000.00 019 RTN DEDUCT 9/17 5,000.00 019 PER LTR DATED 11/17 -3,000.00 020 RTN DEDUCT 10/17 1,000.00 020 -2,000.00 -3,000.00 TOTAL DEDUCTIONS -2,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 LOCATION RERUN PROGRESS ESTIMATE 02-SIS-5-R10.7/R19.5 ----------------------- J.F. SHEA CONSTRUCTION, INC. IN SISKIYOU COUNTY IN AND NEAR WEED P.O. BOX 494519 FROM 0.2 MILE NORTH OF LAKE STREET REDDING CA 96049 OVERCROSSING TO 0.3 MILE SOUTH OF ROUTE 265. FED. AID NO. STPI-005 ( ) ,9-175 (E ) ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.250 375.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.100 500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 500.0000 120,000.00 10.000 5,000.00 231.000 115,500 004 CONSTRUCTION AREA SIGNS LS 18,190.0000 18,190.00 0.100 1,819.00 0.950 17,280 005 TRAFFIC CONTROL SYSTEM LS 670,000.0000 670,000.00 0.042 28,140.00 0.963 645,210 006 TRAFFIC MANAGEMENT VEHICLES LS 19,100.0000 19,100.00 1.000 19,100 007 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5200 51,528.00 10,205.000 15,511 008 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 10.0000 13,900.00 504.000 5,040 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 23,370.00 224,993.000 67,497 010 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 56,520.00 2,715.000 97,740 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,800.0000 28,800.00 0.042 1,209.60 0.963 27,734 012 PORTABLE RADAR TRAILER LS 18,000.0000 18,000.00 0.042 756.00 0.963 17,334 013 TEMPORARY RAILING (TYPE K) LF 16.4000 665,840.00 15,880.000 260,432 014 TEMPORARY CRASH CUSHION EA 7,375.0000 14,750.00 0.000 0 015 JOB SITE MANAGEMENT LS 9,400.0000 9,400.00 0.042 394.80 0.963 9,052 016 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 017 MOVE-IN/MOVE-OUT EA 650.0000 1,300.00 1.000 650 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.2700 13,970.00 11,000.000 13,970 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 151.0000 6,040.00 28.000 4,228 020 TEMPORARY FIBER ROLL LF 2.7000 11,664.00 910.000 2,457 021 STREET SWEEPING LS 15,000.0000 15,000.00 0.042 630.00 0.963 14,445 022 TEMPORARY CONCRETE WASHOUT LS 2,550.0000 2,550.00 0.113 288.15 0.963 2,455 PROGRAM CAS145 PAGE 2 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FENCE (TYPE ESA) LF 11.5000 1,380.00 0.000 0 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.2500 5,395.00 2,042.000 6,636 STRIPE (HAZARDOUS WASTE) 025 TREATED WOOD WASTE LB 0.1000 6,610.00 41,520.000 4,152.00 61,460.000 6,146 026 ABANDON CULVERT (LF) LF 17.0000 4,250.00 0.000 0 027 REMOVE GUARDRAIL LF 5.0000 700.00 37.500 187.50 150.000 750 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 24,100.00 10,389.000 10,389 029 REMOVE PAVEMENT MARKER EA 12.2500 6,615.00 241.000 2,952 030 REMOVE ROADSIDE SIGN EA 85.0000 3,145.00 15.000 1,275.00 22.000 1,870 031 REMOVE SIGN STRUCTURE (EA) EA 3,100.0000 12,400.00 4.000 12,400 032 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.6300 143,010.00 7,186.800 4,527 033 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 19,875.00 10,652.000 26,630 034 REMOVE CULVERT (LF) LF 15.0000 3,000.00 0.000 0 035 REMOVE PIPE (LF) LF 200.0000 3,000.00 17.500 3,500 036 REMOVE DOWNDRAIN (EA) EA 1,350.0000 5,400.00 4.000 5,400 037 REMOVE VEGETATION CONTROL SQYD 9.0000 19,800.00 2,249.000 20,241 (MINOR CONCRETE) 038 RECONSTRUCT CRASH CUSHION (TYPE CAT) EA 4,000.0000 32,000.00 8.000 32,000 039 RECONSTRUCT GUARDRAIL (STEEL POST) LF 19.0000 58,520.00 3,075.000 58,425 040 RECONSTRUCT TERMINAL SYSTEM EA 1,000.0000 9,000.00 9.000 9,000 041 RECONSTRUCT TRANSITION RAILING EA 2,500.0000 40,000.00 16.000 40,000 (TYPE WB) 042 RECONSTRUCT END ANCHOR ASSEMBLY EA 400.0000 1,600.00 4.000 1,600 (TYPE SFT) 043 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 2.000 500.00 2.000 500 044 RELOCATE SIGN PANEL EA 100.0000 300.00 0.000 0 045 ADJUST INLET EA 1,800.0000 7,200.00 3.000 5,400 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 1,272,000.00 231,499.300 925,997 047 SAND BACKFILL CY 102.0000 2,958.00 0.000 0 048 CLEARING AND GRUBBING (LS) LS 23,250.0000 23,250.00 0.000 0 049 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000 PROGRAM CAS145 PAGE 3 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION CY 27.5000 648,505.00 13,904.100 382,362 051 SHOULDER BACKING TON 32.5000 360,750.00 10,621.670 345,204 052 DITCH EXCAVATION CY 50.0000 1,150.00 0.000 0 053 FINISHING ROADWAY LS 12,750.0000 12,750.00 0.963 12,278.25 0.963 12,278 054 CLASS 2 AGGREGATE BASE (CY) CY 22.5000 351,000.00 7,885.450 177,422 055 LEAN CONCRETE BASE CY 402.0000 253,260.00 671.410 269,906 056 ASPHALT-RUBBER BINDER TON 440.0000 215,600.00 389.900 171,556 057 PRECOATED SCREENINGS TON 45.0000 141,750.00 2,508.620 112,887 058 INTELLIGENT COMPACTION LS 127,850.0000 127,850.00 0.450 57,532 059 REPLACE ASPHALT CONCRETE SURFACING CY 216.0000 721,440.00 2,160.110 466,583 060 HOT MIX ASPHALT (TYPE A) TON 70.0000 5,530,000.00 77,004.010 5,390,280 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 83.0000 3,502,600.00 42,491.080 3,526,759 062 HOT MIX ASPHALT (GEOMETRIC) TON 75.0000 2,175,000.00 39,727.310 2,979,548 063 SHOULDER RUMBLE STRIP STA 8.5000 13,175.00 1,113.800 9,467 (HMA,GROUND-IN INDENTATIONS) 064 DATA CORE LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2000 432.00 353.000 423 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2000 14,520.00 12,059.000 14,470 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2000 648.00 540.000 648 068 PLACE HOT MIX ASPHALT SQYD 4.0000 57,600.00 12,389.170 49,556 (MISCELLANEOUS AREA) 069 TACK COAT TON 550.0000 121,000.00 270.490 148,769 070 JOINTED PLAIN CONCRETE PAVEMENT CY 480.0000 604,800.00 1,165.000 559,200 071 CRACK AND SEAT SQYD 0.6800 122,400.00 147,948.100 100,604 072 GRIND EXISTING BRIDGE DECK SQYD 26.5000 21,730.00 820.000 21,730 073 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,050.0000 304,500.00 289.000 303,450 PILE (SIGN FOUNDATION) 074 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,166.0000 102,608.00 93.300 108,787 (TYPE R) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 1,490.0000 34,270.00 15.460 23,035 (F) 076 JOINT SEAL (MR 1") LF 57.0000 6,270.00 110.000 6,270 PROGRAM CAS145 PAGE 4 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SIGN STRUCTURE (TRUSS) LB 3.1000 549,428.50 177,235.000 549,428 (F) 078 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 53,170.50 12,665.000 3,799.50 177,235.000 53,170 (F) 079 ROADSIDE SIGN - ONE POST EA 275.0000 1,375.00 5.000 1,375.00 5.000 1,375 080 ROADSIDE SIGN - TWO POST EA 450.0000 5,850.00 13.000 5,850.00 13.000 5,850 081 INSTALL ROADSIDE SIGN EA 900.0000 9,000.00 3.000 2,700.00 10.000 9,000 (LAMINATED WOOD BOX POST) 082 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 14.5000 31,465.00 2,208.300 32,020 RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 32,500.00 426.000 10,650.00 1,296.000 32,400 FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 117.00 12.600 113.40 12.600 113 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,750.00 449.500 6,742.50 449.500 6,742 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 1,178.00 76.000 1,178.00 76.000 1,178 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 087 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.3000 21,253.00 964.100 5,109.73 4,042.400 21,424 088 12" TEMPORARY CULVERT LF 41.0000 7,790.00 0.000 0 089 18" PLASTIC PIPE LF 118.0000 18,880.00 160.000 18,880 090 36" PLASTIC PIPE LF 70.0000 14,000.00 0.000 0 091 3" PLASTIC PIPE (EDGE DRAIN) LF 16.5000 884,400.00 48,483.000 799,969 092 4" PLASTIC PIPE (EDGE DRAIN) LF 17.5000 269,500.00 15,194.000 265,895 093 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 9.0200 121,770.00 11,274.250 101,693 094 4" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.5000 41,615.00 1,851.000 37,945 095 FLUME DOWNDRAIN LF 55.0000 6,050.00 75.000 4,125 096 TAPERED INLET EA 475.0000 1,900.00 4.000 1,900 097 FLUME ANCHOR ASSEMBLY EA 650.0000 2,600.00 4.000 2,600 098 36" CORRUGATED STEEL PIPE RISER LF 560.0000 5,040.00 0.000 0 (.109" THICK) 099 36" PRECAST CONCRETE PIPE INLET LF 600.0000 4,200.00 7.000 4,200 100 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 116.0000 64,960.00 641.200 74,379 (CY) 101 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 2,760.00 1,596.800 3,193 PROGRAM CAS145 PAGE 5 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 12,000.00 23.400 11,700.00 23.400 11,700 CONSTRUCTION) 103 MINOR CONCRETE (TEXTURED PAVING) CY 625.0000 231,250.00 326.870 204,293 104 MISCELLANEOUS IRON AND STEEL LB 1,110.0000 523,920.00 472.000 523,920 (F) 105 36" TRENCHLESS WELDED STEEL PIPE LF 970.0000 242,500.00 0.000 0 106 CHAIN LINK FENCE (TYPE CL-6) LF 75.0000 3,600.00 50.500 3,787.50 50.500 3,787 107 4' CHAIN LINK GATE (TYPE CL-6, EA 1,800.0000 1,800.00 1.000 1,800.00 1.000 1,800 EXTENSION ARM) 108 DELINEATOR (CLASS 2) EA 40.0000 32,400.00 522.000 20,880 109 MILEPOST MARKER EA 40.0000 1,520.00 0.000 0 110 MARKER (CULVERT) EA 49.0000 2,548.00 33.000 1,617 111 OBJECT MARKER (TYPE P) EA 55.0000 55.00 0.000 0 112 OBJECT MARKER (TYPE R) EA 55.0000 330.00 6.000 330 113 OBJECT MARKER (TYPE L-1) EA 53.0000 1,696.00 22.000 1,166 114 METAL BEAM GUARD RAILING (STEEL POST) LF 22.0000 14,740.00 562.500 12,375 115 VEGETATION CONTROL (MINOR CONCRETE) SQYD 51.0000 175,440.00 3,782.300 192,897 116 RAIL TENSIONING ASSEMBLY EA 500.0000 4,000.00 5.000 2,500.00 8.000 4,000 117 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 1.000 2,200 118 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.4700 17,493.00 17,763.000 26,111.61 17,763.000 26,111 119 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.7000 538,900.00 315,076.000 535,629.20 315,076.000 535,629 (RECESSED) 120 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 2.5000 26,750.00 9,789.000 24,472.50 9,789.000 24,472 (RECESSED) 121 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 16.5000 26,730.00 810.000 13,365.00 810.000 13,365 122 PAVEMENT MARKER EA 10.5000 55,125.00 5,224.000 54,852 (RETROREFLECTIVE-RECESSED) 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.800 3,200.00 0.900 3,600 SYSTEM ELEMENTS DURING CONSTRUCTION 124 FIBER OPTIC SYSTEM LS 254,625.0000 254,625.00 0.020 5,092.50 1.000 254,625 125 MODIFY TRAFFIC COUNT STATION LS 13,080.0000 13,080.00 1.000 13,080 126 MODIFY ROADSIDE WEATHER INFORMATION LS 108,300.0000 108,300.00 0.320 34,656.00 1.000 108,300 SYSTEM 127 MODIFY LIGHTING LS 111,225.0000 111,225.00 0.120 13,347.00 1.000 111,225 PROGRAM CAS145 PAGE 6 DATE 11/28/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4G8204 TIME 10:42 AM ESTIMATE NO. 020 BID OPENING 11/05/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: MALLORY, NICOLE DATE OF THIS ESTIMATE 11/28/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 772,684.74 21,922,701.52 ADJUSTMENT OF COMPENSATION 0.00 1,104,473.31 EXTRA WORK 167,510.82 276,201.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 940,195.56 23,303,376.40 128 MOBILIZATION LS 1,350,000.0000 1,350,000.00 1.000 1,350,000 ORIGINAL CONTRACT AMOUNT 24,852,817.00 TOTAL WORK COMPLETED 940,195.56 24,653,376.40 MATERIALS ON HAND ON SITE 15,671.09 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -3,000.00 TOTAL 938,195.56 24,666,047.49 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 01/07/16 240 03/03/16 03/03/16 11/28/17 230 199 0 0 91% 96% PROGRESS IS SATISFACTORY MALLORY, NICOLE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/17