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 09/25/18 EST. NO. 019 TIME 08:24 AM R.E. NAME: JOUBEEN, JAY 12-0M5004 --------------------------------------------------------------------------- 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 0096 8,486.29 E.W. @ F.A.(+) 082418 N 274 0 0097 9,121.63 090418 N 279 0 004 0002 1,101.58 E.W. @ F.A.(+) 120417 N 6002 0 0013 440.42 081517 N 6010A0 006 0009 3,259.50 E.W. @ F.A.(+) 011118 N 9009 0 0010 160.50 091018 N 282 0 015 0125 5,355.27 E.W. @ F.A.(+) 080718 N 255 0 0126 6,205.83 080818 N 256 0 0128 4,475.86 081018 N 258 0 0129 799.92 080118 N 264 0 0130 4,801.27 081318 N 265 0 0131 1,696.18 081418 N 266 0 0132 1,990.98 081518 N 267 0 0133 1,236.85 081718 N 268 0 0137 1,452.78 082118 N 269 0 0138 5,620.21 082218 N 270 0 0139 1,790.42 082218 N 271 0 0140 6,767.73 082318 N 272 0 0141 5,950.24 082418 N 273 0 0142 5,283.15 082718 N 275 0 0143 5,456.01 082818 N 276 0 0144 2,293.48 083018 N 277 0 0145 5,641.79 090518 N 278 0 0146 5,915.46 090618 N 280 0 0147 5,737.08 090718 N 281 0 0148 42,792.97 A.C. @ L.S.(+) 072018 N 9002 0 0150 1,725.89 E.W. @ F.A.(+) 083018 N 6013A0 0151 14,977.54 A.C. @ L.S.(+) 072018 N 499812 160,536.83 TOTAL THIS ESTIMATE 1,419,533.59 TOTAL PREVIOUS ESTIMATE 1,580,070.42 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 09/25/18 EST. NO. 019 TIME 08:24 AM R.E. NAME: JOUBEEN, JAY 12-0M5004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-55-1.2/R17.9 ----------------------- CHUMO CONSTRUCTION INC IN ORANGE COUNTY IN VARIOUS CITIES 14425 JOANBRIDGE STREET AT VARIOUS LOCATIONS FROM 0.9 MILE BALDWIN PARK CA 91706 NORTH OF ROUTE 1 TO ROUTE 55/91 SEPARATION. FED. AID NO. ACHS-NHP0-5(505)8E UPGRADE SAFETY DEVICES ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,500.0000 3,500.00 0.750 2,625 003 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.700 42,000 004 TRAFFIC CONTROL SYSTEM LS 984,000.0000 984,000.00 0.050 49,200.00 0.870 856,080 005 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 26,500.00 12.000 300.00 398.000 9,950 006 FLASHING BEACON (PORTABLE) EA 393.0000 43,230.00 37.000 14,541 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,800.0000 40,800.00 0.050 2,040.00 0.870 35,496 008 TEMPORARY RAILING (TYPE K) LF 13.0000 757,900.00 28,460.000 369,980 009 ALTERNATIVE TEMPORARY CRASH CUSHION LS 205,455.0000 205,455.00 0.720 147,927 010 TEMPORARY TRAFFIC SCREEN LF 1.0000 58,300.00 8,160.000 8,160 011 JOB SITE MANAGEMENT LS 19,008.0000 19,008.00 0.050 950.40 0.850 16,156 012 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.050 125.00 0.900 2,250 PLAN 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 014 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 13,651.00 0.000 0 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 19,500.00 83.000 12,450 016 TEMPORARY FIBER ROLL LF 3.5000 50,750.00 6,935.000 24,272 017 STREET SWEEPING LS 22,400.0000 22,400.00 0.050 1,120.00 0.820 18,368 018 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 0.050 550.00 0.700 7,700 019 TREATED WOOD WASTE LB 0.1600 68,480.00 86,321.000 13,811 020 REMOVE FENCE LF 18.0000 810.00 45.000 810.00 45.000 810 021 REMOVE GUARDRAIL LF 7.5600 229,068.00 9,968.000 75,358 022 REMOVE IRRIGATION FACILITY LS 25,800.0000 25,800.00 0.750 19,350 PROGRAM CAS145 PAGE 2 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ROADSIDE SIGN EA 105.0000 11,550.00 0.000 0 024 REMOVE ROADSIDE SIGN PANEL EA 90.0000 1,170.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 4.5400 32,143.20 4,586.000 20,820 026 REMOVE PIPE (LF) LF 50.0000 13,000.00 66.000 3,300 027 REMOVE INLET EA 750.0000 3,000.00 1.000 750 028 REMOVE HEADWALL EA 650.0000 1,950.00 0.000 0 029 REMOVE RETAINING WALL (PORTION) (LF) LF 579.0000 2,895.00 0.000 0 030 REMOVE RETAINING WALL (PORTION) (LS) LS 2,286.0000 2,286.00 1.000 2,286 031 RECONSTRUCT CHAIN LINK FENCE LF 48.0000 3,120.00 20.000 960 032 REMOVE CONCRETE (LF) LF 18.6300 55,517.40 385.000 7,172 033 REMOVE CONCRETE CURB (LF) LF 10.0000 7,100.00 458.000 4,580 034 REMOVE CONCRETE (CHANNEL) CY 225.0000 2,250.00 0.000 0 035 REMOVE CONCRETE BARRIER LF 32.0000 19,040.00 0.000 0 036 REMOVE CRASH CUSHION (SAND FILLED) EA 74.0000 4,144.00 28.000 2,072 037 RECONSTRUCT METAL RAILING (BRIDGE) LF 50.0000 4,000.00 30.000 1,500 038 ROADWAY EXCAVATION CY 49.5800 634,624.00 239.500 11,874.41 6,811.100 337,694 039 ROADWAY EXCAVATION (TYPE Y-1) CY 161.8200 17,800.20 69.900 11,311 (AERIALLY DEPOSITED LEAD) 040 STRUCTURE EXCAVATION CY 364.0000 1,820.00 5.000 1,820 (F) 041 STRUCTURE EXCAVATION (RETAINING WALL) CY 47.0000 7,849.00 2.000 94 (F) 042 STRUCTURE BACKFILL CY 447.0000 1,341.00 3.000 1,341 (F) 043 STRUCTURE BACKFILL (RETAINING WALL) CY 74.0000 2,516.00 1.000 74 (F) 044 IMPORTED BORROW (CY) CY 2.0000 17,620.00 239.500 479.00 4,334.400 8,668 045 ROADSIDE CLEARING LS 62,400.0000 62,400.00 0.100 6,240.00 0.850 53,040 046 SOIL AMENDMENT CY 200.0000 400.00 2.000 400 047 PLANT (GROUP F) EA 0.4100 37,843.00 47,542.000 19,492 048 PLANT (GROUP A) EA 10.6000 890.40 68.000 720 049 MAINTAIN EXISTING PLANTED AREAS LS 40,200.0000 40,200.00 0.030 1,206.00 0.780 31,356 PROGRAM CAS145 PAGE 3 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 WOOD MULCH CY 36.5000 76,650.00 584.000 21,316 051 CHECK AND TEST EXISTING IRRIGATION LS 21,300.0000 21,300.00 0.050 1,065.00 0.800 17,040 FACILITIES 052 OPERATE EXISTING IRRIGATION FACILITIES LS 15,100.0000 15,100.00 0.070 1,057.00 0.750 11,325 053 CONTROL AND NEUTRAL CONDUCTORS LS 12,700.0000 12,700.00 0.050 635.00 0.550 6,985 054 1" REMOTE CONTROL VALVE EA 340.0000 340.00 1.000 340 055 1 1/2" REMOTE CONTROL VALVE EA 510.0000 4,590.00 2.000 1,020 056 2" REMOTE CONTROL VALVE EA 520.0000 3,120.00 0.000 0 057 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.3000 12,090.00 114.000 4,594 058 RISER SPRINKLER ASSEMBLY EA 34.7000 3,470.00 100.000 3,470 059 DRIP VALVE ASSEMBLY EA 830.0000 1,660.00 1.000 830 060 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.4500 24,564.00 3,800.000 13,110 (F) LINE) 061 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.7000 26,825.00 2,010.000 7,437 (F) (SUPPLY LINE) 062 4" PLASTIC PIPE (SCHEDULE 40) LF 7.2500 2,900.00 24.000 174.00 24.000 174 (F) (SUPPLY LINE) 063 2" PLASTIC PIPE (CLASS 315) LF 5.6500 20,848.50 240.000 1,356 (F) (SUPPLY LINE) 064 3" PLASTIC PIPE (CLASS 315) LF 6.7500 5,062.50 0.000 0 (F) (SUPPLY LINE) 065 BALL VALVE EA 290.0000 1,450.00 1.000 290 066 HOT MIX ASPHALT (TYPE A) TON 98.2500 445,072.50 3,389.630 333,031 067 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.7500 12,635.00 1,874.000 8,901 068 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.7500 2,802.50 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.7500 1,282.50 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.7500 19,570.00 1,017.000 4,830 071 STRUCTURAL CONCRETE, RETAINING WALL CY 338.6000 101,918.60 4.000 1,354 (F) 072 STRUCTURAL CONCRETE, BARRIER SLAB CY 785.6000 70,704.00 28.550 22,428 (F) 073 STRUCTURAL CONCRETE, HEADWALL CY 2,616.8000 3,925.20 0.000 0 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,227.2504 30,067.88 16.320 36,348 (F) 075 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8900 24,495.47 514.000 457 (F) 076 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.2100 13,948.20 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.4000 6,468.00 0.000 0 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 3,360.00 0.000 0 (0.063"-FRAMED) 079 ROADSIDE SIGN - ONE POST EA 255.0000 14,535.00 0.000 0 080 ROADSIDE SIGN - TWO POST EA 930.0000 17,670.00 0.000 0 081 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,650.00 0.000 0 METHOD) 082 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.7000 18,190.00 0.000 0 083 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 1,400.00 0.000 0 EXISTING POST 084 INSTALL SIGN (QUICK POST CHANGE METHOD) EA 1,525.0000 4,575.00 0.000 0 085 FURNISH FORMED PANEL SIGN (OVERHEAD) FOR SQFT 15.3700 9,990.50 0.000 0 RETROREFLECTIVE SHEETING TYPE XI 086 FURNISH LAMINATED PANEL SIGN(1"-TYPE A) SQFT 28.3000 17,546.00 0.000 0 FOR RETROREFLECTIVE SHEETING TYPE XI 087 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0500 1,206.00 0.000 0 (0.063" - UNFRAMED)FOR RETROREFLECTIVE SHEETING TYPE XI 088 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9000 5,341.00 0.000 0 (0.080" -UNFRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 089 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.8000 1,692.00 0.000 0 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 090 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.4000 4,462.00 0.000 0 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING TYPE XI 091 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.5000 11,990.00 0.000 0 092 18" REINFORCED CONCRETE PIPE LF 125.1400 4,880.46 0.000 0 093 24" REINFORCED CONCRETE PIPE LF 127.3500 20,376.00 0.000 0 094 30" REINFORCED CONCRETE PIPE LF 141.0600 15,516.60 0.000 0 095 12" BITUMINOUS COATED CORRUGATED STEEL LF 185.5100 7,420.40 50.000 9,275 PIPE (.079" THICK) 096 24" BITUMINOUS COATED CORRUGATED STEEL LF 129.6200 2,592.40 0.000 0 PIPE (.079" THICK) 097 24" BITUMINOUS COATED STEEL FLARED END EA 215.8200 215.82 0.000 0 SECTION 098 MINOR CONCRETE (GUTTER) (CY) CY 658.4000 16,460.00 0.000 0 099 MISCELLANEOUS IRON AND STEEL LB 1.3100 3,851.40 1,956.000 2,562 100 DELINEATOR (CLASS 1) EA 40.0000 14,400.00 88.000 3,520 101 OBJECT MARKER (TYPE K-2) EA 40.0000 4,800.00 7.000 280 PROGRAM CAS145 PAGE 5 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.7000 232,254.00 3,281.830 97,470 103 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.5000 212,310.00 1,377.500 43,391 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 768,000.00 2,149.050 128,943 105 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 61.0000 3,050.00 25.000 1,525 (WOOD POST) 106 CABLE RAILING LF 20.0000 3,420.00 0.000 0 (F) 107 TRANSITION RAILING (TYPE WB-31) EA 3,455.0000 228,030.00 19.000 65,645 108 END CAP (TYPE A) EA 265.0000 1,325.00 1.000 265 109 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 23,800.00 9.000 6,300 110 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,350.0000 80,400.00 10.000 33,500 111 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,385.0000 128,790.00 12.000 28,620 112 CRASH CUSHION, SAND FILLED EA 200.0000 2,800.00 0.000 0 113 ALTERNATIVE CRASH CUSHION EA 36,200.0000 362,000.00 2.000 72,400 114 CONCRETE BARRIER (GORE BLOCK) LF 214.0000 13,268.00 0.000 0 115 CONCRETE BARRIER (TYPE 60F) LF 236.0000 201,072.00 421.000 99,356.00 421.000 99,356 116 CONCRETE BARRIER (TYPE 60) LF 82.0000 836,400.00 284.000 23,288.00 2,702.000 221,564 117 CONCRETE BARRIER (TYPE 60C) LF 167.0000 33,233.00 0.000 0 118 CONCRETE BARRIER (TYPE 60D) LF 50.5000 459,045.00 203.000 10,251.50 8,597.000 434,148 119 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 106.0000 15,582.00 7.000 742.00 154.000 16,324 120 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 121 CONCRETE BARRIER (TYPE 60SD MODIFIED) LF 1,069.3200 89,822.88 48.830 52,214 122 CONCRETE BARRIER (TYPE 736) LF 94.2500 16,588.00 70.000 6,597 (F) 123 CONCRETE BARRIER TRANSITION LF 526.2700 864,661.61 9.750 5,131.13 408.330 214,891 124 THERMOPLASTIC PAVEMENT MARKING SQFT 2.9000 4,553.00 1,570.000 4,553 (ENHANCED WET NIGHT VISIBILITY) 125 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 126 MODIFYING EXISTING ELECTRICAL SYSTEM LS 255,375.0000 255,375.00 0.970 247,713 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 128 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 585,000.00 21.000 37,800.00 291.000 523,800 PROGRAM CAS145 PAGE 6 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 DRILL AND BOND DOWEL LF 25.0000 1,150.00 22.500 562.50 32.500 812 130 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 433.0000 21,217.00 225.000 97,425.00 225.000 97,425 PROGRAM CAS145 PAGE 7 DATE 09/25/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0M5004 TIME 08:24 AM ESTIMATE NO. 019 BID OPENING 11/16/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/18 R.E. NAME: JOUBEEN, JAY DATE OF THIS ESTIMATE 09/25/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 352,381.94 5,099,978.22 ADJUSTMENT OF COMPENSATION 57,770.51 79,143.32 EXTRA WORK 102,766.32 1,500,927.10 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 512,918.77 6,680,048.64 131 MOBILIZATION LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 ORIGINAL CONTRACT AMOUNT 11,354,448.12 TOTAL WORK COMPLETED 512,918.77 7,780,048.64 MATERIALS ON HAND ON SITE 101,761.00 DEDUCTIONS 0.00 0.00 TOTAL 512,918.77 7,881,809.64 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 01/30/17 325 03/27/17 03/27/17 11/08/18 291 82 0 0 66% 90% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCOS JOUBEEN, JAY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/18