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 05/23/19 EST. NO. 012 TIME 02:54 PM R.E. NAME: GHAZIALAM SULTAN 11-415304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/23/19 EST. NO. 012 TIME 02:54 PM R.E. NAME: GHAZIALAM SULTAN 11-415304 --------------------------------------------------------------------------- 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 JUL 18 CPR -3,000.00 002 DEL AUG 18 CPR -3,000.00 003 DEL SEP 18 CPR -5,000.00 004 PRTL AUG 18 DEL 2,000.00 004 RECD JUL 18 DEL 3,000.00 004 RECD AUG 18 DEL 5,000.00 006 RECD SEP 18 DEL 1,000.00 006 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 137 -2,897.97 002 OVERBID ITEM NO. 137 -2,608.17 003 OVERBID ITEM NO. 137 -289.80 004 0.00 -5,795.94 TOTAL DEDUCTIONS 0.00 -5,795.94 PROGRAM CAS145 PAGE 1 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 LOCATION RERUN PROGRESS ESTIMATE 11-SD-163-2.5/4.0 ----------------------- WESTERN RIM CONSTRUCTORS, IN SAN DIEGO COUNTY IN SAN DIEGO INC. FROM ROBINSON AVE OVERCROSSING 621 S ANDREASEN DRIVE, SUITE TO SAN DIEGO RIVER BRIDGE. ESCONDIDO CA 92029 FED. AID NO. CSTG-P163(30)E ENHANCE STRIPING, LIGHTING, UPGRADE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 230,000.00 10.000 20,000.00 115.000 230,000 004 CONSTRUCTION AREA SIGNS LS 39,000.0000 39,000.00 0.008 312.00 0.796 31,044 005 TRAFFIC CONTROL SYSTEM LS 323,000.0000 323,000.00 0.087 28,101.00 1.000 323,000 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,580.00 2,700.000 2,700 007 TRAFFIC PLASTIC DRUM EA 29.0000 2,117.00 62.000 1,798 008 TEMPORARY PAVEMENT MARKER EA 10.0000 540.00 54.000 540 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 16,000.00 0.348 1,392.00 4.000 16,000 010 TEMPORARY RAILING (TYPE K) LF 18.3300 112,179.60 6,120.000 112,179 011 TEMPORARY ZONEGUARD BARRIER SYSTEM EA 69,395.0000 69,395.00 0.000 0 012 TEMPORARY CRASH CUSHION MODULE EA 180.0000 6,300.00 35.000 6,300 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,450.0000 19,600.00 8.000 19,600 014 JOB SITE MANAGEMENT LS 20,100.0000 20,100.00 0.087 1,748.70 1.000 20,100 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 0.750 1,875 016 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 7,500.00 15.000 7,500 017 TEMPORARY FIBER ROLL LF 2.9200 7,592.00 2,600.000 7,592 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 2.000 7,000 019 STREET SWEEPING LS 10,000.0000 10,000.00 0.087 870.00 1.000 10,000 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.087 435.00 1.000 5,000 021 TREATED WOOD WASTE LB 0.1500 5,130.00 0.000 0 022 REMOVE CONCRETE (LF) LF 107.2000 2,144.00 20.000 2,144 PROGRAM CAS145 PAGE 2 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,000 024 ROADWAY EXCAVATION CY 88.3600 24,740.80 280.000 24,740 025 ROADWAY EXCAVATION (TYPE Z-2) CY 233.9400 271,370.40 1,165.000 272,540 (AERIALLY DEPOSITED LEAD) 026 STRUCTURE EXCAVATION CY 152.8000 2,292.00 15.000 2,292 (F) 027 STRUCTURE BACKFILL CY 118.8600 832.02 7.000 832 (F) 028 IMPORTED BORROW (CY) CY 80.4800 16,900.80 210.000 16,900 029 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,000 030 SLOW-RELEASE FERTILIZER LB 6.0000 1,260.00 209.000 1,254 031 PLANT (GROUP H) EA 0.5000 15,050.00 30,100.000 15,050 (F) 032 PLANT (GROUP K) EA 300.0000 600.00 2.000 600 033 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.571 5,710 034 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.440 8,800 035 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000 FACILITIES 036 OPERATE EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 0.571 1,427 037 REMOVE IRRIGATION FACILITY LS 3,500.0000 3,500.00 1.000 3,500 038 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 1.000 5,000 039 1" REMOTE CONTROL VALVE EA 350.0000 1,400.00 4.000 1,400 040 1 1/2" REMOTE CONTROL VALVE EA 400.0000 4,400.00 11.000 4,400 041 2" REMOTE CONTROL VALVE EA 600.0000 1,200.00 2.000 1,200 042 CERTIFY EXISTING BACKFLOW PREVENTERS LS 12,000.0000 12,000.00 0.000 0 043 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 120.00 2.000 120 044 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 20.0000 640.00 32.000 640 045 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 440.00 13.000 520 046 2" GATE VALVE EA 400.0000 2,000.00 5.000 2,000 047 3" GATE VALVE EA 600.0000 1,200.00 2.000 1,200 048 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 3,810.00 1,270.000 3,810 (F) LINE) 049 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.2000 480.00 150.000 480 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 910.00 260.000 910 (F) (SUPPLY LINE) 051 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 2,040.00 340.000 2,040 (F) (SUPPLY LINE) 052 2" PLASTIC PIPE (CLASS 315) LF 6.0000 300.00 50.000 300 (F) (SUPPLY LINE) 053 3" PLASTIC PIPE (CLASS 315) LF 12.0000 16,320.00 1,360.000 16,320 (F) (SUPPLY LINE) 054 TEMPORARY IRRIGATION SUPPLY LINE LF 2.5000 3,100.00 620.000 1,550 055 10" CORRUGATED HIGH DENSITY LF 69.2500 3,808.75 47.000 3,254 POLYETHYLENE PIPE CONDUIT 056 DRY SEED (SQFT) SQFT 0.5000 440.00 676.000 338 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0000 1,760.00 676.000 1,352 058 COMPOST (CY) CY 100.0000 550.00 4.220 422 059 INCORPORATE MATERIALS SQFT 0.5000 440.00 676.000 338 060 CLASS 2 AGGREGATE BASE (CY) CY 83.8600 45,284.40 540.000 45,284 061 HIGH FRICTION SURFACE TREATMENT SQYD 20.2200 3,113,880.00 9,995.030 202,099.51 150,504.910 3,043,209 062 REPLACE ASPHALT CONCRETE SURFACING CY 400.0000 23,600.00 53.000 21,200 063 HOT MIX ASPHALT (TYPE A) TON 100.0000 46,000.00 460.000 46,000 064 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.0000 4,960.00 620.000 4,960 065 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 3,280.00 410.000 3,280 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 2,640.00 330.000 2,640 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,400.00 300.000 2,400 068 PLACE HOT MIX ASPHALT SQYD 22.0400 40,994.40 1,860.000 40,994 (MISCELLANEOUS AREA) 069 TACK COAT TON 6,000.0000 3,000.00 0.500 3,000 070 REMOVE ASPHALT CONCRETE DIKE LF 5.7100 8,051.10 1,410.000 8,051 071 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 247.1300 21,253.18 86.000 21,253 072 STRUCTURAL CONCRETE CY 1,132.4300 26,045.89 25.440 28,809 (F) 073 STRUCTURAL CONCRETE, HEADWALL CY 2,127.6596 10,000.00 4.700 10,000 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,200.0000 30,000.00 25.000 30,000 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 3,006.2900 42,088.06 21.760 65,416 (F) 076 DRILL AND BOND DOWEL LF 25.1800 5,539.60 227.500 5,728 PROGRAM CAS145 PAGE 4 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL LB 1.0500 6,195.00 5,900.000 6,195 (F) 078 24" ALTERNATIVE PIPE CULVERT LF 177.5200 4,438.00 25.000 4,438 079 18" REINFORCED CONCRETE PIPE LF 102.5300 21,531.30 210.000 21,531 080 4" PLASTIC PIPE UNDERDRAIN LF 23.2600 2,558.60 110.000 2,558 081 GRATED LINE DRAIN LF 230.9700 13,858.20 60.000 13,858 082 36" CORRUGATED STEEL PIPE RISER LF 1,555.5102 7,622.00 4.900 7,622 (.109" THICK) 083 REMOVE DRAINAGE FACILITY (EA) EA 1,222.0000 1,222.00 1.000 1,222 084 REMOVE CONCRETE (CHANNEL) CY 381.8813 1,222.02 3.200 1,222 085 CAP INLET EA 3,580.0000 3,580.00 1.000 3,580 086 CONCRETE (DITCH LINING) CY 1,378.8000 3,447.00 2.500 3,447 087 SLOPE PAVING (CONCRETE) CY 1,612.3300 9,673.98 6.000 9,673 088 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.1400 27,877.00 3,050.000 27,877 CONCRETE) 089 REMOVE CONCRETE CURB (LF) LF 9.1200 3,465.60 380.000 3,465 090 MISCELLANEOUS IRON AND STEEL LB 1.7400 3,474.78 2,263.000 3,937 (F) 091 REMOVE CHAIN LINK FENCE LF 15.0000 435.00 29.000 435 092 RECONSTRUCT CHAIN LINK FENCE LF 134.0000 2,010.00 15.000 2,010 093 GUARD RAILING DELINEATOR EA 25.0000 2,375.00 95.000 2,375 094 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,200.00 574.000 2,296 095 REMOVE ROADSIDE SIGN EA 195.0000 2,730.00 14.000 2,730 096 FURNISH SINGLE SHEET ALUMINUM SQFT 24.2700 728.10 30.000 728 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH SINGLE SHEET ALUMINUM SQFT 18.7400 2,623.60 140.000 2,623 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 098 FURNISH SINGLE SHEET ALUMINUM SQFT 23.2600 1,093.22 47.000 1,093 (0.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.3900 1,625.80 220.000 1,625 100 ROADSIDE SIGN - ONE POST EA 365.0000 4,745.00 13.000 4,745 101 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 195.0000 195.00 1.000 195 METHOD) PROGRAM CAS145 PAGE 5 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 MIDWEST GUARDRAIL SYSTEM LF 34.0000 78,880.00 2,318.750 78,837 103 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 40.0000 7,600.00 190.000 7,600 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 79.9100 79,910.00 1,000.000 79,910 105 SINGLE THRIE BEAM BARRIER LF 64.0000 800.00 12.500 800 106 CABLE RAILING LF 250.0000 2,500.00 10.000 2,500 (F) 107 TRANSITION RAILING (TYPE STB) EA 2,000.0000 2,000.00 1.000 2,000 108 TRANSITION RAILING (TYPE WB-31) EA 2,300.0000 9,200.00 3.000 6,900 109 FLARED TERMINAL SYSTEM (TYPE X-TENSION) EA 3,600.0000 10,800.00 3.000 10,800 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,600.0000 11,200.00 7.000 11,200 111 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 3,600.0000 10,800.00 3.000 10,800 112 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 7,000.00 1.000 3,500 113 CRASH CUSHION (SMART) (TYPE 1) EA 40,610.0000 40,610.00 1.000 40,610 114 CRASH CUSHION (SMART) (TYPE 2) EA 61,170.0000 61,170.00 1.000 61,170 115 CONCRETE BARRIER (TYPE 60 MOD 1) LF 190.3300 36,162.70 182.690 34,771 116 CONCRETE BARRIER (TYPE 60 MOD 2) LF 381.4000 1,907.00 4.930 1,880 117 CONCRETE BARRIER (TYPE 60D MOD 1) LF 212.0100 29,681.40 134.360 28,485 118 CONCRETE BARRIER (TYPE 60D MOD 2) LF 218.1300 28,356.90 126.200 27,528 119 CONCRETE BARRIER (TYPE 60R) LF 364.6500 182,325.00 496.460 181,034 120 CONCRETE BARRIER (TYPE 60) LF 89.9100 99,800.10 1,150.130 103,408 121 CONCRETE BARRIER (TYPE 60C) LF 247.2800 13,105.84 53.000 13,105 122 CONCRETE BARRIER (TYPE 736SV MOD) LF 491.0800 39,286.40 80.000 39,286 (F) 123 REMOVE GUARDRAIL LF 3.5000 10,395.00 2,970.000 10,395 124 REMOVE CONCRETE BARRIER LF 35.3300 24,024.40 680.000 24,024 125 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500 126 REMOVE METAL BRIDGE RAILING LF 35.7100 2,499.70 70.000 2,499 127 CONTINUOUS REFLECTIVE MARKING LF 29.2000 21,316.00 645.000 18,834.00 645.000 18,834 (ULTRAGUARD) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 15,000.00 22,481.000 13,488 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 6 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 3,750.00 5,812.000 1,743.60 12,500.000 3,750 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 24,684.00 3,403.000 2,245.98 6,400.000 4,224 (ENHANCED WET NIGHT VISIBILITY) 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 9,900.00 6,003.000 6,603.30 9,000.000 9,900 (ENHANCED WET NIGHT VISIBILITY) 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,184.00 6,633.000 5,306 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 133 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 3,269.00 9,340.000 3,269 134 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 26,360.00 65,900.000 26,360 135 SUBSURFACE LOCATOR LS 4,800.0000 4,800.00 1.000 4,800 136 MODIFYING EXISTING ELECTRICAL SYSTEM LS 405,000.0000 405,000.00 1.000 405,000 PROGRAM CAS145 PAGE 7 DATE 05/23/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-415304 TIME 02:54 PM ESTIMATE NO. 012 BID OPENING 11/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/19 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 05/23/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 284,385.09 6,032,554.84 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 99,143.39 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 284,385.09 6,131,698.23 137 MOBILIZATION LS 698,418.0000 698,418.00 1.000 698,418 ORIGINAL CONTRACT AMOUNT 6,926,220.64 TOTAL WORK COMPLETED 284,385.09 6,830,116.23 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -5,795.94 TOTAL 284,385.09 6,824,320.29 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 137 MOBILIZATION 692,622.06 698,418.00 5,795.94 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 02/09/18 240 04/09/18 04/09/18 08/30/19 121 157 0 0 96% 50% PROGRESS IS SATISFACTORY GHAZIALAM SULTAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/23/19