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 05/22/17 EST. NO. 011 TIME 02:28 PM R.E. NAME: WILLIAMSON, JOHN 11-406404 --------------------------------------------------------------------------- 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 0024 17,546.27 E.W. @ F.A.(+) 050417 N 1.23 0 013 0004 536.17 E.W. @ F.A.(+) 042717 N 13.4 0 015 0001 2,452.13 E.W. @ F.A.(+) 030617 N 15.1 0 0002 1,285.32 030717 N 15.2 0 0003 1,793.04 030817 N 15.3 0 0004 1,793.04 030917 N 15.4 0 0005 2,209.97 031017 N 15.5 0 0006 1,793.04 031317 N 15.6 0 0007 2,091.41 030117 N 15.7 0 0008 960.54 033017 N 15.8 0 32,460.93 TOTAL THIS ESTIMATE 155,799.89 TOTAL PREVIOUS ESTIMATE 188,260.82 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 05/22/17 EST. NO. 011 TIME 02:28 PM R.E. NAME: WILLIAMSON, JOHN 11-406404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S FHWA 1391 -10,000.00 002 RECD O/S FHWA 1391 10,000.00 003 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL JULY 16 CPR -1,000.00 002 DEL AUG 16 CPR -1,000.00 003 DEL SEPT 16 CPR -1,000.00 004 DEL OCT 16 CPR -2,000.00 005 DEL NOV 16 CPR -1,000.00 006 INQ NOV 16 CPR -4,000.00 006 PRTL OCT 16 DEL 1,000.00 006 DEL DEC 16 CPR -3,000.00 007 RECD NOV 16 DEL 1,000.00 007 RECD OCT 16 DEL 1,000.00 007 RECD SEP 16 DEL 1,000.00 007 DEL JAN 17 CPR -1,000.00 008 RECD NOV 16 INQ 4,000.00 008 DEL FEB 17 CPR -2,000.00 009 RECD JAN 17 DEL 1,000.00 009 DEL MAR 17 CPR -1,000.00 010 RECD AUG 16 DEL 1,000.00 010 RECD DEC 16 DEL 3,000.00 010 RECD JUL 16 DEL 1,000.00 010 DEL APR 17 CPR -2,000.00 011 DEL AUG 16 CPR -1,000.00 011 DEL DEC 16 CPR -1,000.00 011 DEL JUL 16 CPR -3,000.00 011 DEL NOV 16 CPR -1,000.00 011 DEL OCT 16 CPR -1,000.00 011 DEL SEP 16 CPR -1,000.00 011 -10,000.00 -13,000.00 TOTAL DEDUCTIONS -10,000.00 -13,000.00 PROGRAM CAS145 PAGE 1 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 LOCATION PROGRESS ESTIMATE 11-SD-54-1.8/1.9 ----------------- LB CIVIL CONSTRUCTION, INC. IN SAN DIEGO COUNTY AT VARIOUS 324 EAST VALLEY PARKWAY LOCATIONS ESCONDIDO, CA 92025 FED. AID NO. HSNH-PGX ( ) ,0731-16E ( ) UPGRADE BRIDGE RAIL END TREATMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.221 33,150.00 0.820 123,000 003 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.084 31,500.00 0.832 312,000 004 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 11,075.00 9,490.000 11,862 005 TRAFFIC PLASTIC DRUM EA 25.0000 9,500.00 71.000 1,775.00 344.000 8,600 006 TEMPORARY PAVEMENT MARKER EA 9.0000 4,140.00 504.000 4,536 007 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,500.0000 44,000.00 0.672 3,696.00 6.656 36,608 008 TEMPORARY RAILING (TYPE K) LF 11.0000 174,900.00 2,280.000 25,080.00 16,800.000 184,800 009 TEMPORARY CRASH CUSHION MODULE EA 400.0000 8,400.00 21.000 8,400.00 84.000 33,600 010 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,200.0000 73,200.00 10.000 12,000.00 51.000 61,200 011 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.084 2,100.00 0.832 20,800 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 0.750 562 013 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 7,600.00 5.000 2,000.00 18.000 7,200 014 TEMPORARY FIBER ROLL LF 3.0000 8,010.00 720.000 2,160.00 2,688.000 8,064 015 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 6,600.00 2.000 6,600 016 STREET SWEEPING LS 22,000.0000 22,000.00 0.084 1,848.00 0.832 18,304 017 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.084 504.00 0.832 4,992 018 TEMPORARY FENCE (TYPE ESA) LF 3.5000 6,860.00 105.000 367.50 1,265.000 4,427 019 TREATED WOOD WASTE LB 0.3000 5,700.00 3,466.400 1,039.92 15,159.200 4,547 020 ABANDON PIPELINE EA 300.0000 300.00 1.000 300 021 REMOVE GUARDRAIL LF 9.0000 14,940.00 309.500 2,785.50 1,428.500 12,856 022 REMOVE IRRIGATION FACILITY LS 4,000.0000 4,000.00 0.960 3,840 PROGRAM CAS145 PAGE 2 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAINTED TRAFFIC STRIPE LF 1.7000 12,053.00 7,377.000 12,540 024 REMOVE ROADSIDE SIGN EA 200.0000 600.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 8.0000 62,560.00 1,056.000 8,448.00 7,225.000 57,800 026 SALVAGE METAL BRIDGE RAILING LF 7.0000 21,070.00 525.000 3,675.00 2,677.500 18,742 027 RESET ROADSIDE SIGN EA 400.0000 1,200.00 0.000 0 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 39,600.00 0.000 0 029 REMOVE CONCRETE (CY) CY 900.0000 4,230.00 4.670 4,203 030 REMOVE CONCRETE CURB (LF) LF 20.0000 10,400.00 517.000 10,340 031 REMOVE CONCRETE BARRIER LF 95.0000 8,075.00 70.000 6,650 032 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 375.0000 67,500.00 30.180 11,317.50 169.230 63,461 033 REMOVE CRASH CUSHION EA 4,000.0000 4,000.00 1.000 4,000 034 CLEARING AND GRUBBING (LS) LS 25,000.0000 25,000.00 0.084 2,100.00 0.832 20,800 035 ROADWAY EXCAVATION CY 100.0000 64,000.00 111.760 11,176.00 933.785 93,378 036 ROADWAY EXCAVATION (TYPE Z-2) CY 325.0000 123,500.00 232.180 75,458.50 232.180 75,458 (AERIALLY DEPOSITED LEAD) 037 IMPORTED BORROW (CY) CY 35.0000 6,650.00 247.000 8,645 038 ROADSIDE CLEARING LS 13,000.0000 13,000.00 0.084 1,092.00 0.832 10,816 039 PACKET FERTILIZER EA 0.2500 322.50 105.000 26.25 1,395.000 348 040 SLOW-RELEASE FERTILIZER LB 3.2500 312.00 0.000 0 041 PLANT (GROUP H) EA 0.5000 6,905.00 0.000 0 (F) 042 PLANT (GROUP B) EA 30.0000 12,900.00 35.000 1,050.00 465.000 13,950 043 MAINTAIN EXISTING PLANTED AREAS LS 9,000.0000 9,000.00 0.056 504.00 0.555 4,995 044 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.022 550.00 0.022 550 045 WOOD MULCH CY 95.0000 19,950.00 206.000 19,570.00 206.000 19,570 046 CHECK AND TEST EXISTING IRRIGATION LS 14,000.0000 14,000.00 1.000 14,000 FACILITIES 047 OPERATE EXISTING IRRIGATION FACILITIES LS 8,000.0000 8,000.00 0.056 448.00 0.555 4,440 048 CONTROL AND NEUTRAL CONDUCTORS LS 8,000.0000 8,000.00 0.826 6,608 049 1 1/2" REMOTE CONTROL VALVE EA 600.0000 3,000.00 5.000 3,000 PROGRAM CAS145 PAGE 3 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 55.0000 1,595.00 22.000 1,210 051 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 100.0000 1,600.00 16.000 1,600 052 2" GATE VALVE EA 550.0000 550.00 1.000 550 053 3" GATE VALVE EA 900.0000 900.00 1.000 900 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 4,000.00 720.000 3,600 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 5,670.00 610.000 4,270 (F) (SUPPLY LINE) 056 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 40.0000 2,400.00 60.000 2,400 (F) (SUPPLY LINE) 057 2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 5,005.00 690.000 4,485 (F) (SUPPLY LINE) 058 2 1/2" PLASTIC PIPE (CLASS 315) LF 8.5000 1,190.00 140.000 1,190 (F) (SUPPLY LINE) 059 3" PLASTIC PIPE (CLASS 315) LF 16.0000 7,520.00 310.000 4,960 (F) (SUPPLY LINE) 060 TEMPORARY IRRIGATION SUPPLY LINE LF 23.0000 10,810.00 470.000 10,810 061 EROSION CONTROL (DRY SEED) (SQFT) SQFT 0.2500 9,025.00 928.000 232.00 42,564.000 10,641 062 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6000 21,180.00 2,328.000 1,396.80 40,164.000 24,098 063 COMPOST SOCK LF 11.0000 20,240.00 1,622.000 17,842 064 COMPOST SQFT 0.4500 16,245.00 328.000 147.60 42,564.000 19,153 065 INCORPORATE MATERIALS SQFT 0.6000 21,660.00 328.000 196.80 42,564.000 25,538 066 CLASS 2 AGGREGATE BASE (CY) CY 135.0000 70,200.00 405.230 54,706 067 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,200.0000 840.00 0.000 0 068 HOT MIX ASPHALT (TYPE A) TON 220.0000 107,800.00 12.010 2,642.20 138.120 30,386 069 MINOR HOT MIX ASPHALT TON 230.0000 34,500.00 0.000 0 070 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.5000 21,840.00 0.000 0 071 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.5000 21,710.00 0.000 0 072 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 20.0000 1,400.00 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.5000 4,675.00 0.000 0 074 PLACE HOT MIX ASPHALT SQYD 40.0000 3,360.00 84.740 3,389.60 84.740 3,389 (MISCELLANEOUS AREA) 075 TACK COAT TON 1,200.0000 1,200.00 0.000 0 076 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 342,000.00 27.160 54,320.00 129.910 259,820 (F) PROGRAM CAS145 PAGE 4 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADSIDE SIGN - ONE POST EA 650.0000 650.00 0.000 0 078 ROADSIDE SIGN - TWO POST EA 800.0000 1,600.00 0.000 0 079 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 1,200.00 4.000 1,200 METHOD) 080 INSTALL ROADSIDE SIGN PANEL ON EA 220.0000 5,060.00 15.000 3,300 EXISTING POST 081 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 5,000.00 200.000 5,000 FOR RETROREFLECTIVE SHEETING (TYPE XI) 082 FURNISH LAMINATED PANEL SIGN (2.5"-TYPE SQFT 33.0000 9,570.00 290.000 9,570 H)FOR RETROREFLECTIVE SHEETING (TYPE XI) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,260.00 114.640 1,031 (0.063"UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 084 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,260.00 98.000 882 (0.080"UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 085 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 197.000 2,955 (0.080" FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 086 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 4,500.00 899.140 4,495 087 18" ALTERNATIVE PIPE CULVERT LF 60.0000 55,200.00 100.000 6,000.00 747.000 44,820 088 18" PLASTIC PIPE LF 60.0000 37,800.00 626.500 37,590 089 18" REINFORCED CONCRETE PIPE LF 130.0000 16,900.00 8.000 1,040.00 128.000 16,640 090 18" BITUMINOUS COATED SLOTTED LF 400.0000 12,000.00 30.000 12,000 CORRUGATED STEEL PIPE (.168" THICK) 091 4" PLASTIC PIPE UNDERDRAIN LF 10.0000 2,300.00 464.000 4,640 092 3" PLASTIC PIPE (EDGE DRAIN) LF 100.0000 1,100.00 20.000 2,000 093 GRATED LINE DRAIN LF 150.0000 4,500.00 0.000 0 094 SLOPE PAVING (CONCRETE) CY 1,750.0000 3,500.00 2.440 4,270.00 2.440 4,270 095 MISCELLANEOUS IRON AND STEEL LB 1.2000 8,518.80 951.000 1,141.20 6,148.000 7,377 (F) 096 GUARD RAILING DELINEATOR EA 22.0000 6,820.00 38.000 836.00 228.000 5,016 097 MIDWEST GUARDRAIL SYSTEM LF 35.0000 162,050.00 720.250 25,208.75 3,461.250 121,143 098 VEGETATION CONTROL (MINOR CONCRETE) SQYD 105.0000 2,835.00 32.000 3,360.00 32.000 3,360 099 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 45.0000 53,100.00 1,175.000 52,875 100 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 208,000.00 6.000 24,000.00 34.000 136,000 101 RAIL TENSIONING ASSEMBLY EA 600.0000 3,000.00 5.000 3,000 PROGRAM CAS145 PAGE 5 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 END ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 0.000 0 103 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 41,600.00 5.000 16,000.00 10.000 32,000 104 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 72,000.00 1.000 3,000.00 15.000 45,000 105 ALTERNATIVE CRASH CUSHION (TYPE A) EA 55,000.0000 110,000.00 1.000 55,000 106 ALTERNATIVE CRASH CUSHION (TYPE B) EA 18,000.0000 54,000.00 1.000 18,000.00 1.000 18,000 107 ALTERNATIVE CRASH CUSHION (TYPE C) EA 6,000.0000 36,000.00 6.000 36,000 108 ALTERNATIVE CRASH CUSHION (TYPE D) EA 35,000.0000 35,000.00 0.000 0 109 CONCRETE BARRIER (TYPE 60F MOD) LF 175.0000 29,750.00 124.000 21,700 110 CONCRETE BARRIER (TYPE 60 WITH SCUPPERS) LF 330.0000 17,490.00 92.000 30,360 111 CONCRETE BARRIER (TYPE 60 MOD 2) LF 225.0000 47,250.00 371.000 83,475 112 CONCRETE BARRIER (TYPE 60 MOD 1) LF 250.0000 47,500.00 189.000 47,250 113 CONCRETE BARRIER (TYPE 60) LF 220.0000 14,300.00 0.000 0 114 PAINT TRAFFIC STRIPE (1-COAT) LF 1.1000 451.00 0.000 0 115 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 6,690.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 2,488.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 117 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 118 PAVEMENT MARKER (NON-REFLECTIVE) EA 6.5000 1,755.00 0.000 0 119 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.5000 1,955.00 0.000 0 120 MODIFY TRAFFIC MONITORING STATION LS 7,500.0000 7,500.00 0.489 3,667 121 MODIFY RAMP METERING SYSTEM LS 55,000.0000 55,000.00 0.904 49,720 122 MODIFY LIGHTING AND SIGN ILLUMINATION LS 75,000.0000 75,000.00 0.511 38,325 PROGRAM CAS145 PAGE 6 DATE 05/22/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-406404 TIME 02:28 PM ESTIMATE NO. 011 BID OPENING 03/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/17 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 05/22/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 429,002.12 2,746,213.12 ADJUSTMENT OF COMPENSATION 0.00 2,217.00 EXTRA WORK 32,460.93 186,043.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 461,463.05 2,934,473.94 123 MOBILIZATION LS 337,000.0000 337,000.00 1.000 337,000 ORIGINAL CONTRACT AMOUNT 3,875,450.30 TOTAL WORK COMPLETED 461,463.05 3,271,473.94 MATERIALS ON HAND ON SITE 118,670.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -13,000.00 TOTAL 451,463.05 3,377,144.41 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 05/06/16 375 06/30/16 06/30/16 01/23/18 208 12 0 0 76% 55% PROGRESS IS SATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/17