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 01/03/19 EST. NO. 034 TIME 08:48 AM R.E. NAME: SINGH, BAHADUR 04-2J0704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0013 5,803.52 E.W. @ U.P (+) 122018 N CR#5.1 0014 8,249.92 122018 N 13.2-6 028 0002 61,012.64 E.W. @ L.S.(+) 122018 N CO28.1 0003 -54,450.00 A.C. @ L.S.(-) 122018 N CO28.2 035 0011 10,625.37 E.W. @ L.S.(+) 122018 N CR#160 040 0007 14,710.84 E.W. @ L.S.(+) 122018 N CR#240 054 0001 67,220.60 A.C. @ U.P.(+) 122018 N CR#360 0002 9,900.00 E.W. @ L.S.(+) 122018 N CR#36 1 060 0001 42,284.87 E.W. @ L.S.(+) 122018 N CR#35 1 165,357.76 TOTAL THIS ESTIMATE 0 5,056,405.87 TOTAL PREVIOUS ESTIMATE 0 5,221,763.63 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 01/03/19 EST. NO. 034 TIME 08:48 AM 0 R.E. NAME: SINGH, BAHADUR 04-2J0704 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 REJECT CIDH PILES -4,000.00 008 REJECT CIDH PILES -4,000.00 011 LATE LANE CLOSUR PLC -2,500.00 013 LATE CLOSURE PICKUP -25,000.00 017 LATE CLOSURE REFUND 25,000.00 024 PILE DEDUCTION -11,000.00 031 SOURCE INSPECTION -10,000.00 031 0.00 -31,500.00 TOTAL DEDUCTIONS 0.00 -31,500.00 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-ALA-880-2.9/27.3 ---------------------------------- BAY CITIES PAVING & GRADING, IN ALAMEDA COUNTY, IN FREMONT, INC. UNION CITY, HAYWARD, SAN LEANDRO, DAVID NOTT AND OAKLAND, FROM 0.4 MILES SOUTH 1450 CIVIC CT #400 BLDG B OF FREMONT BOULEVARD OVERCROSSING CONCORD CA 94520 TO 0.3 MILES SOUTH OF HIGH STREET FED. AID NO. HSNH-PI ( ) ,880-1 (74)E INSTALL MEDIAN CONCRETE BARRIER ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 LEAD COMPLIANCE PLAN LS 2,887.5000 2,887.50 1.000 2,88 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,413.0000 5,413.00 0.250 1,353.25 1.000 5,41 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,845.0000 1,051,650.00 2.000 3,690.00 570.000 1,051,65 004 CONSTRUCTION AREA SIGNS LS 20,475.0000 20,475.00 0.900 18,42 005 TRAFFIC CONTROL SYSTEM LS 1,223,500.0000 1,223,500.00 1.000 1,223,50 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.1000 88,830.00 41,850.000 87,88 007 CHANNELIZER (SURFACE MOUNTED) (LS) LS 11,235.0000 11,235.00 1.000 11,23 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 34,771.0000 34,771.00 1.000 34,77 009 TEMPORARY RAILING (TYPE K) (LS) LS 1,824,000.0000 1,824,000.00 1.000 1,824,00 010 TEMPORARY CRASH CUSHION MODULE (LS) LS 35,280.0000 35,280.00 1.000 35,28 011 TEMPORARY ALTERNATIVE CRASH CUSHION LS 31,813.0000 31,813.00 1.000 31,81 012 JOB SITE MANAGEMENT LS 73,696.0000 73,696.00 1.000 73,69 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 656.2500 656.25 1.000 65 014 TEMPORARY HYDRAULIC MULCH SQYD 1.0900 4,796.00 0.024 (BONDED FIBER MATRIX) 015 TEMPORARY DRAINAGE INLET PROTECTION EA 142.0500 42,615.00 154.000 21,87 016 TEMPORARY FIBER ROLL LF 2.7100 4,878.00 920.000 2,49 017 TEMPORARY GRAVEL BAG BERM LF 14.7300 1,473.00 0.000 018 TEMPORARY SILT FENCE LF 3.3100 5,958.00 3,543.000 11,72 019 TEMPORARY CONSTRUCTION ENTRANCE EA 2,945.0000 14,725.00 3.000 8,83 020 STREET SWEEPING LS 19,140.0000 19,140.00 1.000 19,14 021 TEMPORARY DEWATERING AND NON-STORM WATER LS 12,079.0000 12,079.00 0.020 241.58 1.000 12,07 DISCHARGE CONTROL SYSTEM 022 TEMPORARY CONCRETE WASHOUT LS 15,750.0000 15,750.00 1.000 15,75 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 TEMPORARY FENCE (TYPE ESA) LF 2.4000 45,120.00 9,591.000 23,01 024 TREATED WOOD WASTE LB 0.2600 2,834.00 20,740.000 5,39 025 NOISE MONITORING LS 250.0000 250.00 1.000 250.00 1.000 25 026 REMOVE GUARDRAIL LF 5.2500 3,412.50 650.000 3,41 027 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7900 13,746.00 10,416.510 8,22 028 REMOVE PAVEMENT MARKER EA 1.0500 14,070.00 10,337.000 10,85 029 REMOVE ROADSIDE SIGN EA 105.0000 9,240.00 88.000 9,24 030 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 3,675.0000 3,675.00 1.000 3,67 031 REMOVE SIGN STRUCTURE (EA) EA 5,775.0000 51,975.00 9.000 51,97 032 REMOVE SIGN PANEL AND REMOVABLE SIGN EA 525.0000 525.00 1.000 52 PANEL FRAME 033 REMOVE ASPHALT CONCRETE DIKE LF 32.0000 6,400.00 200.000 6,40 034 REMOVE CULVERT (LF) LF 92.2500 167,895.00 974.000 89,85 035 MODIFY INLET TO MANHOLE EA 1,850.0000 1,850.00 1.000 1,85 036 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.6000 30,888.00 4,672.000 30,83 037 REMOVE CONCRETE BARRIER LF 23.0000 2,691,000.00 115,922.000 2,666,20 038 BRIDGE REMOVAL (PORTION), LOCATION A LS 2,608.2000 2,608.20 1.000 2,60 039 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,550.0500 3,550.05 1.000 3,55 040 BRIDGE REMOVAL (PORTION), LOCATION C LS 5,240.5500 5,240.55 1.000 5,24 041 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,550.0500 3,550.05 1.000 3,55 042 BRIDGE REMOVAL (PORTION), LOCATION E LS 5,796.0000 5,796.00 1.000 5,79 043 BRIDGE REMOVAL (PORTION), LOCATION F LS 5,586.0000 5,586.00 1.000 5,58 044 BRIDGE REMOVAL (PORTION), LOCATION G LS 6,423.9000 6,423.90 1.000 6,42 045 BRIDGE REMOVAL (PORTION), LOCATION H LS 2,390.8500 2,390.85 1.000 2,39 046 BRIDGE REMOVAL (PORTION), LOCATION I LS 4,660.9500 4,660.95 1.000 4,66 047 BRIDGE REMOVAL (PORTION), LOCATION J LS 2,415.0000 2,415.00 1.000 2,41 048 BRIDGE REMOVAL (PORTION), LOCATION K LS 2,125.2000 2,125.20 1.000 2,12 049 BRIDGE REMOVAL (PORTION), LOCATION L LS 1,207.5000 1,207.50 1.000 1,20 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 BRIDGE REMOVAL (PORTION), LOCATION M LS 845.2500 845.25 1.000 84 051 DEVELOP WATER SUPPLY LS 22,440.0000 22,440.00 1.000 22,44 052 STRUCTURE BACKFILL (SLURRY CEMENT) CY 344.7500 137,900.00 661.110 227,91 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.8600 2,838.00 2,027.000 1,74 054 FIBER ROLLS LF 3.6900 4,870.80 773.000 2,85 055 COMPOST SQFT 0.5500 27,500.00 0.000 056 HOT MIX ASPHALT (TYPE A) TON 284.0000 48,280.00 1,308.590 371,63 057 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 161.2500 738,525.00 0.000 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 18.2500 1,368.75 61.000 1,11 059 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 18.2500 2,372.50 81.000 1,47 060 TACK COAT TON 1,000.0000 7,000.00 2.440 2,44 061 24" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 210.0000 787,500.00 3,624.000 761,04 (LIGHT FOUNDATION) 062 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 311,272.50 49.340 139,61 PILE (SIGN FOUNDATION) 063 48" CAST-IN-DRILLED-HOLE CONCRETE LF 2,829.7500 2,773,155.00 804.750 2,277,24 PILE (SIGN FOUNDATION) 064 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,934.7500 5,634,720.00 1,805.910 5,299,89 PILE (SIGN FOUNDATION) 065 MINOR CONCRETE CY 382.5000 72,675.00 201.520 77,08 066 MINOR CONCRETE (MINOR STRUCTURE) CY 2,353.0000 155,298.00 59.900 140,94 (F) 067 CONCRETE SURFACE TEXTURE SQFT 11.7600 94,432.80 795.000 9,349.20 8,022.000 94,33 068 STRUCTURAL STEEL LB 2.8400 257,644.80 81,480.000 231,40 (F) 069 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8400 606,737.60 196,815.000 558,95 (F) 070 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3700 79,046.80 175,760.000 65,03 (F) 071 METAL (BARRIER MOUNTED SIGN) LB 12.6000 158,760.00 12,410.000 156,36 072 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 105.0000 5,775.00 49.000 5,14 METHOD) 073 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 23.0500 6,684.50 290.000 6,68 074 FURNISH LAMINATED PANEL SIGN SQFT 30.4500 95,004.00 2,983.330 90,84 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 075 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5100 23,062.10 2,658.750 22,62 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 076 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5900 38,353.80 5,648.750 37,22 077 PREPARE AND PAINT CONCRETE SQFT 42.0000 26,460.00 560.680 23,54 078 PREPARE AND STAIN CONCRETE SQFT 14.8100 118,924.30 795.000 11,773.95 8,022.000 118,80 079 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 080 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 081 18" ALTERNATIVE PIPE CULVERT LF 177.5000 131,350.00 839.000 148,92 082 21" ALTERNATIVE PIPE CULVERT LF 180.0000 30,600.00 146.000 26,28 083 24" ALTERNATIVE PIPE CULVERT LF 191.0000 32,470.00 20.000 3,82 084 18" ALTERNATIVE SLOTTED PIPE LF 263.7500 26,375.00 0.000 085 18" SLOTTED CORRUGATED STEEL PIPE LF 192.5000 177,100.00 294.000 56,59 (.064" THICK) 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 087 MISCELLANEOUS IRON AND STEEL LB 2.7500 35,574.00 12,067.000 33,18 (F) 088 CONCRETE BARRIER MARKER EA 31.5000 167,265.00 5,460.000 171,99 089 GUARD RAILING DELINEATOR EA 26.2500 1,102.50 0.000 090 OBJECT MARKER (TYPE L-1) EA 42.0000 294.00 5.000 21 091 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.2500 18,900.00 637.500 16,73 092 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.9500 47,281.50 425.560 35,30 093 CONCRETE BARRIER (TRANSITION) LF 306.6000 10,731.00 35.000 10,73 094 TRANSITION RAILING (TYPE WB-31) EA 4,200.0000 8,400.00 2.000 8,40 095 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,050.0000 7,350.00 5.000 5,25 096 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,150.0000 6,300.00 1.000 3,15 097 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,887.5000 14,437.50 3.000 8,66 098 CONCRETE BARRIER (TYPE 60C MOD CHP) LF 264.6000 111,132.00 412.000 109,01 099 CONCRETE BARRIER (TYPE 60G MOD SPECIAL LF 437.8500 232,060.50 420.000 183,89 SIGN 1) 100 CONCRETE BARRIER (TYPE 60 MOD CHP) LF 406.3500 22,755.60 56.000 22,75 101 CONCRETE BARRIER (TYPE 60C MOD) LF 383.2500 99,645.00 224.000 85,84 102 CONCRETE BARRIER (TYPE 60G MOD) LF 282.4500 2,293,494.00 7,760.000 2,191,81 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 103 CONCRETE BARRIER (TYPE 60P MOD) LF 473.5500 22,730.40 48.000 22,73 104 CONCRETE BARRIER (TYPE 60) LF 89.2500 122,272.50 1,363.500 121,69 105 CONCRETE BARRIER (TYPE 60C) LF 113.4000 138,348.00 1,212.000 137,44 106 CONCRETE BARRIER (TYPE 60G) LF 113.4000 8,924,580.00 75,838.000 8,600,02 107 CONCRETE BARRIER (TYPE 60GC) LF 134.4000 1,208,256.00 13,401.000 1,801,09 108 CONCRETE BARRIER (TYPE 60GE) LF 338.1000 3,056,424.00 8,173.000 2,763,29 109 CONCRETE BARRIER (TYPE 60GE MOD) LF 369.6000 225,456.00 1,012.000 374,03 110 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 595.3500 220,279.50 514.000 306,00 TRANSITION) 111 CONCRETE BARRIER (TYPE 60GP) LF 241.5000 202,860.00 780.000 188,37 112 CONCRETE BARRIER (TYPE 60G STEEL PLATE LF 509.2500 809,707.50 936.000 476,65 CLOSURE) 113 CONCRETE BARRIER (TYPE 60 MOD) LF 290.8500 81,438.00 271.000 78,82 114 CONCRETE BARRIER (TYPE 60 GCP) LF 362.2500 21,735.00 120.000 43,47 115 CONCRETE BARRIER (TYPE 60GC MOD) LF 305.5500 391,104.00 1,440.000 439,99 116 CONCRETE BARRIER (TYPE 60GE HGBR) LF 675.1500 391,587.00 580.000 391,58 117 CONCRETE BARRIER (TYPE 60SD MOD) LF 701.4000 32,965.80 48.000 33,66 118 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 142.8000 273,462.00 1,915.000 273,46 119 CONCRETE BARRIER (TYPE 60GA MODIFIED 2) LF 229.9500 11,497.50 50.000 11,49 120 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 31,429.00 33,852.000 17,941.56 58,800.000 31,16 (BROKEN 36-12) 121 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.1500 30,681.00 2,728.000 8,593.20 9,692.000 30,52 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2000 14,826.00 793.000 3,330.60 3,513.000 14,75 123 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,250.0000 5,250.00 0.050 262.50 1.000 5,25 SYSTEM ELEMENTS DURING CONSTRUCTION 124 LIGHTING AND SIGN ILLUMINATION LS 2,100,000.0000 2,100,000.00 0.050 105,000.00 1.000 2,100,00 125 TOLLING SYSTEM INFRASTRUCTURE LS 2,100,000.0000 2,100,000.00 0.050 105,000.00 1.000 2,100,00 126 TRAFFIC OPERATIONS SYSTEM LS 1,470,000.0000 1,470,000.00 0.030 44,100.00 0.950 1,396,50 127 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 128 ABANDON CULVERT (LF) LF 25.3000 8,349.00 90.000 2,27 129 SAND BACKFILL CY 240.0000 2,400.00 5.890 1,41 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 130 CONCRETE BACKFILL (PIPE TRENCH) CY 270.0000 16,200.00 17.300 4,67 (F) 131 CONCRETE BARRIER (TYPE 60G MOD 2) LF 514.5000 298,410.00 576.000 296,35 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 133 BRIDGE REMOVAL (PORTION), LOCATION N LS 1,593.9000 1,593.90 1.000 1,59 134 BRIDGE REMOVAL (PORTION), LOCATION O LS 4,105.5000 4,105.50 1.000 4,10 135 BRIDGE REMOVAL (PORTION), LOCATION P LS 2,221.8000 2,221.80 1.000 2,22 136 30" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 262.5000 15,487.50 49.340 12,95 (LIGHT FOUNDATION) 137 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 151.2000 25,704.00 170.000 25,70 1PROGRAM CAS145 PAGE DATE 01/03/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J070 TIME 08:48 AM ESTIMATE NO. 03 BID OPENING 12/03/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/27/1 R.E. NAME: SINGH, BAHADUR DATE OF THIS ESTIMATE 01/03/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 310,885.84 43,405,539.3 0 ADJUSTMENT OF COMPENSATION 12,770.60 1,467,535.9 0 EXTRA WORK 152,587.16 3,754,227.6 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 476,243.60 48,627,302.9 0138 MOBILIZATION LS 4,307,275.0000 4,307,275.00 1.000 4,307,27 0 ORIGINAL CONTRACT AMOUNT 49,896,755.50 0 TOTAL WORK COMPLETED 476,243.60 52,934,577.9 0 MATERIALS ON HAND ON SITE 0.0 0 DEDUCTIONS 0.00 -31,500.0 0 TOTAL 476,243.60 52,903,077.9 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 N O N E 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 03/29/16 570 04/14/16 04/14/16 12/27/18 570 94 0 0 100% 100% 0 SINGH, BAHADUR RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 01/03/19