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 12/12/19 EST. NO. 016 TIME 01:33 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 --------------------------------------------------------------------------- 001 0033 3,107.95 E.W. @ F.A.(+) 041519 N 041516 0039 2,744.02 041519 N 0415M5 0051 1,205.68 121918 N 121920 0052 884.86 122018 N 122021 0053 2,855.53 010419 N 010419 0054 2,132.48 011019 N 011011 0055 1,163.40 011319 N 011314 0056 416.06 012819 N 012829 0057 670.75 020619 N 020619 0058 1,265.56 083018 N 830HL5 0059 4,223.21 083018 N HLE3.9 0061 803.02 090418 N HLE4.0 0062 983.98 090618 N HLE5.0 0063 1,551.33 091118 N HLE6.0 0064 1,631.39 091318 N HLE7.0 0065 2,139.29 091718 N HLE8.0 0066 1,330.18 091918 N HLE9.0 0067 2,445.08 100118 N HLE10 1 0068 887.89 100518 N HLE11 1 0069 1,540.31 101118 N HLE12 1 0070 4,107.47 101518 N HLE13 1 0071 3,506.12 111918 N HLE14 1 0072 555.28 112618 N HLE16 1 0073 4,091.16 012419 N HLE24 1 0074 3,700.39 102918 N HLE25 1 0075 3,139.86 103018 N HLE26 1 0076 4,687.30 102718 N HLE27 1 0077 1,167.20 022719 N HLE28 1 0078 4,849.02 022819 N HLE29 1 0079 1,697.88 030419 N HLE30 1 0080 3,012.98 010819 N HLE31 1 0084 676.78 022819 N 228MA 1 0086 264.00 041519 N 415IN 1 002 0006 1,957.48 E.W. @ F.A.(+) 120318 N 12318 1 0008 971.98 121818 N 12181 1 0011 630.15 011319 N 01131 1 0012 206.22 011819 N 01181 1 0013 199.74 020719 N 02070 1 0014 691.41 011019 N 01101 1 006 0001 1,000.00 E.W. @ F.A.(+) 032918 N 01 1 0002 1,000.00 082618 N 02 1 0003 1,000.00 032719 N 03 1 007 0001 800.00 A.C. @ U.P.(+) 121119 N 01 1 009 0003 1,601.11 E.W. @ F.A.(+) 112818 N 11282 1 0013 7,224.58 010719 N 178AN 1 0017 3,264.71 102418 N 1024A 1 0018 3,264.71 102818 N 1028A 1 0020 3,264.71 110118 N 1101A 1 0021 1,448.16 012819 N 12829 1 010 0001 30,000.00 E.W. @ L.S.(+) 121018 N 01 1 0002 12,806.25 A.C. @ L.S.(+) 122018 N 02 11 PROGRAM CAS145 S C H E D U L E O F E X T R A O R K PAGE NO. 2 10 DATE 12/12/19 ST. NO. 016 1 TIME 01:33 PM 0 R.E. NAME: GHAZIALAM SULTAN 11-415304 0 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0029 1,371.12 E.W. @ F.A.(+) 021919 N 021919 0030 922.93 022019 N 022019 143,062.67 TOTAL THIS ESTIMATE 0 209,643.31 TOTAL PREVIOUS ESTIMATE 0 352,705.98 TOTAL TO DATE 1 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 0 DATE 12/12/19 EST. NO. 016 TIME 01:33 PM 0 R.E. NAME: GHAZIALAM SULTAN 11-415304 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY 0 O/S FHWA 1391 -10,000.00 002 RECD O/S FHWA 1391 10,000.00 003 0.00 0.00 0 LABOR COMPLIANCE VIOLATION 0 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 DEL JUL 19 OTH -5,000.00 014 0.00 -5,000.00 0 OVERBID ITEMS 0 OVERBID ITEM NO. 137 -2,897.97 002 OVERBID ITEM NO. 137 -2,608.17 003 OVERBID ITEM NO. 137 -289.80 004 OVERBID ITEM NO. 137 5,795.94 015 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 LOCATION SEMI-FINAL 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 $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,00 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,00 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 230,000.00 115.000 230,00 004 CONSTRUCTION AREA SIGNS LS 39,000.0000 39,000.00 1.000 39,00 005 TRAFFIC CONTROL SYSTEM LS 323,000.0000 323,000.00 1.000 323,00 006 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,580.00 2,700.000 2,70 007 TRAFFIC PLASTIC DRUM EA 29.0000 2,117.00 2.000 58.00 64.000 1,85 008 TEMPORARY PAVEMENT MARKER EA 10.0000 540.00 54.000 54 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 4,000.0000 16,000.00 4.000 16,00 010 TEMPORARY RAILING (TYPE K) LF 18.3300 112,179.60 6,120.000 112,17 011 TEMPORARY ZONEGUARD BARRIER SYSTEM EA 69,395.0000 69,395.00 0.000 012 TEMPORARY CRASH CUSHION MODULE EA 180.0000 6,300.00 35.000 6,30 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,450.0000 19,600.00 8.000 19,60 014 JOB SITE MANAGEMENT LS 20,100.0000 20,100.00 1.000 20,10 015 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,50 016 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 7,500.00 15.000 7,50 017 TEMPORARY FIBER ROLL LF 2.9200 7,592.00 2,600.000 7,59 018 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 7,000.00 2.000 7,00 019 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,00 020 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,00 021 TREATED WOOD WASTE LB 0.1500 5,130.00 0.000 022 REMOVE CONCRETE (LF) LF 107.2000 2,144.00 20.000 2,14 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 1.000 10,00 024 ROADWAY EXCAVATION CY 88.3600 24,740.80 280.000 24,74 025 ROADWAY EXCAVATION (TYPE Z-2) CY 233.9400 271,370.40 1,165.000 272,54 (AERIALLY DEPOSITED LEAD) 026 STRUCTURE EXCAVATION CY 152.8000 2,292.00 15.000 2,29 (F) 027 STRUCTURE BACKFILL CY 118.8600 832.02 7.000 83 (F) 028 IMPORTED BORROW (CY) CY 80.4800 16,900.80 210.000 16,90 029 ROADSIDE CLEARING LS 10,000.0000 10,000.00 1.000 10,00 030 SLOW-RELEASE FERTILIZER LB 6.0000 1,260.00 210.000 1,26 031 PLANT (GROUP H) EA 0.5000 15,050.00 30,100.000 15,05 (F) 032 PLANT (GROUP K) EA 300.0000 600.00 2.000 60 033 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 1.000 10,00 034 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,00 035 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 1.000 4,00 FACILITIES 036 OPERATE EXISTING IRRIGATION FACILITIES LS 2,500.0000 2,500.00 1.000 2,50 037 REMOVE IRRIGATION FACILITY LS 3,500.0000 3,500.00 1.000 3,50 038 CONTROL AND NEUTRAL CONDUCTORS LS 5,000.0000 5,000.00 1.000 5,00 039 1" REMOTE CONTROL VALVE EA 350.0000 1,400.00 4.000 1,40 040 1 1/2" REMOTE CONTROL VALVE EA 400.0000 4,400.00 11.000 4,40 041 2" REMOTE CONTROL VALVE EA 600.0000 1,200.00 2.000 1,20 042 CERTIFY EXISTING BACKFLOW PREVENTERS LS 12,000.0000 12,000.00 0.000 043 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 120.00 2.000 12 044 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 20.0000 640.00 32.000 64 045 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 440.00 13.000 52 046 2" GATE VALVE EA 400.0000 2,000.00 5.000 2,00 047 3" GATE VALVE EA 600.0000 1,200.00 2.000 1,20 048 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.0000 3,810.00 1,270.000 3,81 (F) LINE) 049 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 3.2000 480.00 150.000 48 (F) (SUPPLY LINE) 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.5000 910.00 260.000 91 (F) (SUPPLY LINE) 051 2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 2,040.00 340.000 2,04 (F) (SUPPLY LINE) 052 2" PLASTIC PIPE (CLASS 315) LF 6.0000 300.00 50.000 30 (F) (SUPPLY LINE) 053 3" PLASTIC PIPE (CLASS 315) LF 12.0000 16,320.00 1,360.000 16,32 (F) (SUPPLY LINE) 054 TEMPORARY IRRIGATION SUPPLY LINE LF 2.5000 3,100.00 620.000 1,550.00 1,240.000 3,10 055 10" CORRUGATED HIGH DENSITY LF 69.2500 3,808.75 47.000 3,25 POLYETHYLENE PIPE CONDUIT 056 DRY SEED (SQFT) SQFT 0.5000 440.00 676.000 33 057 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 2.0000 1,760.00 676.000 1,35 058 COMPOST (CY) CY 100.0000 550.00 4.220 42 059 INCORPORATE MATERIALS SQFT 0.5000 440.00 676.000 33 060 CLASS 2 AGGREGATE BASE (CY) CY 83.8600 45,284.40 540.000 45,28 061 HIGH FRICTION SURFACE TREATMENT SQYD 20.2200 3,113,880.00 150,920.000 3,051,60 062 REPLACE ASPHALT CONCRETE SURFACING CY 400.0000 23,600.00 53.000 21,20 063 HOT MIX ASPHALT (TYPE A) TON 100.0000 46,000.00 460.000 46,00 064 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.0000 4,960.00 620.000 4,96 065 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 3,280.00 410.000 3,28 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 2,640.00 330.000 2,64 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,400.00 300.000 2,40 068 PLACE HOT MIX ASPHALT SQYD 22.0400 40,994.40 1,860.000 40,99 (MISCELLANEOUS AREA) 069 TACK COAT TON 6,000.0000 3,000.00 0.500 3,00 070 REMOVE ASPHALT CONCRETE DIKE LF 5.7100 8,051.10 1,410.000 8,05 071 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 247.1300 21,253.18 86.000 21,25 072 STRUCTURAL CONCRETE CY 1,132.4300 26,045.89 25.440 28,80 (F) 073 STRUCTURAL CONCRETE, HEADWALL CY 2,127.6596 10,000.00 4.700 10,00 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,200.0000 30,000.00 27.210 32,65 (F) 075 MINOR CONCRETE (MINOR STRUCTURE) CY 3,006.2900 42,088.06 21.760 65,41 (F) 076 DRILL AND BOND DOWEL LF 25.1800 5,539.60 227.500 5,72 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 BAR REINFORCING STEEL LB 1.0500 6,195.00 5,900.000 6,19 (F) 078 24" ALTERNATIVE PIPE CULVERT LF 177.5200 4,438.00 25.000 4,43 079 18" REINFORCED CONCRETE PIPE LF 102.5300 21,531.30 210.000 21,53 080 4" PLASTIC PIPE UNDERDRAIN LF 23.2600 2,558.60 110.000 2,55 081 GRATED LINE DRAIN LF 230.9700 13,858.20 60.000 13,85 082 36" CORRUGATED STEEL PIPE RISER LF 1,555.5102 7,622.00 4.900 7,62 (.109" THICK) 083 REMOVE DRAINAGE FACILITY (EA) EA 1,222.0000 1,222.00 2.000 2,44 084 REMOVE CONCRETE (CHANNEL) CY 381.8813 1,222.02 3.200 1,22 085 CAP INLET EA 3,580.0000 3,580.00 1.000 3,58 086 CONCRETE (DITCH LINING) CY 1,378.8000 3,447.00 2.500 3,44 087 SLOPE PAVING (CONCRETE) CY 1,612.3300 9,673.98 6.000 9,67 088 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 9.1400 27,877.00 3,050.000 27,87 CONCRETE) 089 REMOVE CONCRETE CURB (LF) LF 9.1200 3,465.60 380.000 3,46 090 MISCELLANEOUS IRON AND STEEL LB 1.7400 3,474.78 2,263.000 3,93 (F) 091 REMOVE CHAIN LINK FENCE LF 15.0000 435.00 29.000 43 092 RECONSTRUCT CHAIN LINK FENCE LF 134.0000 2,010.00 15.000 2,01 093 GUARD RAILING DELINEATOR EA 25.0000 2,375.00 95.000 2,37 094 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 6,200.00 574.000 2,29 095 REMOVE ROADSIDE SIGN EA 195.0000 2,730.00 14.000 2,73 096 FURNISH SINGLE SHEET ALUMINUM SQFT 24.2700 728.10 30.000 72 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 097 FURNISH SINGLE SHEET ALUMINUM SQFT 18.7400 2,623.60 140.000 2,62 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 098 FURNISH SINGLE SHEET ALUMINUM SQFT 23.2600 1,093.22 47.000 1,09 (0.063" FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 7.3900 1,625.80 220.000 1,62 100 ROADSIDE SIGN - ONE POST EA 365.0000 4,745.00 13.000 4,74 101 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 195.0000 195.00 1.000 19 METHOD) 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 102 MIDWEST GUARDRAIL SYSTEM LF 34.0000 78,880.00 2,318.750 78,83 103 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 40.0000 7,600.00 190.000 7,60 104 VEGETATION CONTROL (MINOR CONCRETE) SQYD 79.9100 79,910.00 1,000.000 79,91 105 SINGLE THRIE BEAM BARRIER LF 64.0000 800.00 12.500 80 106 CABLE RAILING LF 250.0000 2,500.00 10.000 2,50 (F) 107 TRANSITION RAILING (TYPE STB) EA 2,000.0000 2,000.00 1.000 2,00 108 TRANSITION RAILING (TYPE WB-31) EA 2,300.0000 9,200.00 3.000 6,90 109 FLARED TERMINAL SYSTEM (TYPE X-TENSION) EA 3,600.0000 10,800.00 3.000 10,80 110 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,600.0000 11,200.00 7.000 11,20 111 TERMINAL SYSTEM (TYPE SOFTSTOP) EA 3,600.0000 10,800.00 3.000 10,80 112 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,500.0000 7,000.00 1.000 3,50 113 CRASH CUSHION (SMART) (TYPE 1) EA 40,610.0000 40,610.00 2.000 81,22 114 CRASH CUSHION (SMART) (TYPE 2) EA 61,170.0000 61,170.00 1.000 61,17 115 CONCRETE BARRIER (TYPE 60 MOD 1) LF 190.3300 36,162.70 0.310 59.00 183.000 34,83 116 CONCRETE BARRIER (TYPE 60 MOD 2) LF 381.4000 1,907.00 0.070 26.70 5.000 1,90 117 CONCRETE BARRIER (TYPE 60D MOD 1) LF 212.0100 29,681.40 0.640 135.69 135.000 28,62 118 CONCRETE BARRIER (TYPE 60D MOD 2) LF 218.1300 28,356.90 126.200 27,52 119 CONCRETE BARRIER (TYPE 60R) LF 364.6500 182,325.00 0.540 196.91 497.000 181,23 120 CONCRETE BARRIER (TYPE 60) LF 89.9100 99,800.10 0.870 78.22 1,151.000 103,48 121 CONCRETE BARRIER (TYPE 60C) LF 247.2800 13,105.84 53.000 13,10 122 CONCRETE BARRIER (TYPE 736SV MOD) LF 491.0800 39,286.40 80.000 39,28 (F) 123 REMOVE GUARDRAIL LF 3.5000 10,395.00 2,970.000 10,39 124 REMOVE CONCRETE BARRIER LF 35.3300 24,024.40 680.000 24,02 125 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,50 126 REMOVE METAL BRIDGE RAILING LF 35.7100 2,499.70 70.000 2,49 127 CONTINUOUS REFLECTIVE MARKING LF 29.2000 21,316.00 645.000 18,83 (ULTRAGUARD) 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 15,000.00 22,481.000 13,48 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 129 PAINT TRAFFIC STRIPE (1-COAT) LF 0.3000 3,750.00 12,500.000 3,75 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 24,684.00 6,400.000 4,22 (ENHANCED WET NIGHT VISIBILITY) 131 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 9,900.00 9,000.000 9,90 (ENHANCED WET NIGHT VISIBILITY) 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,184.00 6,633.000 5,30 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 133 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 3,269.00 9,340.000 3,26 134 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 26,360.00 65,900.000 26,36 135 SUBSURFACE LOCATOR LS 4,800.0000 4,800.00 1.000 4,80 136 MODIFYING EXISTING ELECTRICAL SYSTEM LS 405,000.0000 405,000.00 1.000 405,00 1PROGRAM CAS145 PAGE DATE 12/12/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-41530 TIME 01:33 PM ESTIMATE NO. 01 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 08/22/1 R.E. NAME: GHAZIALAM SULTAN DATE OF THIS ESTIMATE 12/12/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,104.52 6,113,935.9 0 ADJUSTMENT OF COMPENSATION 13,606.25 73,955.2 0 EXTRA WORK 129,456.42 278,750.7 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,167.19 6,466,641.9 0137 MOBILIZATION LS 698,418.0000 698,418.00 1.000 698,41 0 ORIGINAL CONTRACT AMOUNT 6,926,220.64 0 TOTAL WORK COMPLETED 145,167.19 7,165,059.9 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS 0.00 -5,000.0 0 TOTAL 145,167.19 7,160,059.9 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 0137 MOBILIZATION 692,622.06 698,418.00 5,795.94 0DATE 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 0 02/09/18 240 04/09/18 04/09/18 08/22/19 240 157 0 0 100% 100% 0 GHAZIALAM SULTAN RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 12/12/19