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 03/20/15 EST. NO. 024 TIME 09:54 AM R.E. NAME: NGUYEN, HUNG V. 04-153204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 015 0020 800.53 E.W. @ F.A.(+) 091313 N 0309.0 0021 3,357.00 020315 N CR#290 4,157.53 TOTAL THIS ESTIMATE 1,600,760.06 TOTAL PREVIOUS ESTIMATE 1,604,917.59 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 03/20/15 EST. NO. 024 TIME 09:54 AM R.E. NAME: NGUYEN, HUNG V. 04-153204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 LOCATION PROGRESS ESTIMATE 04-SCL-680-0.0/9.9 ----------------- BAY CITIES PAVING & GRADING IN ALAMEDA AND SANTA CLARA COUNTIES INC IN MILPITAS AND SAN JOSE FROM RTE P O BOX 6227 280-680/ 101 SEPARATION TO SCOTT CONCORD, CA 94524 CREEK ROAD OC FED. AID NO. IM-680 -1(68)8E WIDEN RAMP & INSTALL TRAFFIC SYSTEM ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,550.0000 5,550.00 1.000 5,550 002 TEMPORARY REINFORCED SILT FENCE LF 7.5000 105,750.00 15,075.000 113,062 003 CONSTRUCTION SITE MANAGEMENT LS 19,000.0000 19,000.00 1.000 19,000 004 PREPARE STORM WATER POLLUTION LS 1,850.0000 1,850.00 1.000 1,850 PREVENTION PLAN 005 TEMPORARY FIBER ROLL LF 3.1200 12,480.00 4,980.000 15,537 006 TEMPORARY SILT FENCE LF 2.5400 3,810.00 1,502.000 3,815 007 TEMPORARY COVER SQYD 2.6400 264.00 100.000 264 008 TEMPORARY CHECK DAM LF 7.9300 3,965.00 501.000 3,972 009 TEMPORARY DRAINAGE INLET PROTECTION EA 206.0000 7,416.00 94.000 19,364 010 TEMPORARY HYDRAULIC MULCH SQYD 1.8500 4,625.00 2,413.300 4,464 (BONDED FIBER MATRIX) 011 STREET SWEEPING LS 34,000.0000 34,000.00 1.000 34,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,725.0000 1,725.00 1.000 1,725 013 RAIN EVENT ACTION PLAN EA 500.0000 41,000.00 13.000 6,500 014 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 475.0000 28,500.00 0.000 0 016 TIME-RELATED OVERHEAD (LS) LS 340,000.0000 340,000.00 1.000 340,000 017 CONSTRUCTION AREA SIGNS LS 60,850.0000 60,850.00 1.000 60,850 018 TRAFFIC CONTROL SYSTEM LS 265,000.0000 265,000.00 1.000 265,000 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 42,000.0000 42,000.00 1.000 42,000 020 TEMPORARY RAILING (TYPE K) LF 10.0000 236,000.00 29,260.000 292,600 021 TEMPORARY CRASH CUSHION MODULE EA 185.0000 5,920.00 315.000 58,275 022 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1100 16,816.70 5,425.000 11,446 STRIPE (HAZARDOUS WASTE) PROGRAM CAS145 PAGE 2 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 NOISE MONITORING LS 500.0000 500.00 1.000 500 024 ABANDON CULVERT (LF) LF 39.0000 3,549.00 91.000 3,549 025 ABANDON INLET EA 900.0000 1,800.00 2.000 1,800 026 REMOVE CHAIN LINK FENCE LF 10.0000 490.00 85.000 850 027 REMOVE METAL BEAM GUARD RAILING LF 6.3400 10,461.00 1,965.000 12,458 028 REMOVE FLARED END SECTION EA 480.0000 2,400.00 5.000 2,400 029 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.9500 19,380.00 16,267.000 15,453 030 REMOVE PAVEMENT MARKER EA 2.1100 717.40 293.000 618 031 REMOVE CULVERT (LF) LF 23.0000 3,220.00 140.000 3,220 032 REMOVE INLET EA 875.0000 9,625.00 11.000 9,625 033 REMOVE RETAINING WALL (LF) LF 65.0000 3,185.00 85.000 5,525 034 MODIFY INLET TO MANHOLE EA 4,000.0000 4,000.00 1.000 4,000 035 REMOVE CONCRETE CURB (LF) LF 7.4000 4,810.00 650.000 4,810 036 REMOVE CONCRETE BARRIER LF 38.0000 4,864.00 128.000 4,864 037 CAP INLET EA 1,200.0000 2,400.00 2.000 2,400 038 REMOVE CRASH CUSHION (SAND FILLED) EA 265.0000 530.00 23.000 6,095 039 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000 040 CLEARING AND GRUBBING (LS) LS 88,500.0000 88,500.00 1.000 88,500 041 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 042 ROADWAY EXCAVATION CY 26.0000 278,200.00 17,155.700 446,048 043 ROADWAY EXCAVATION (TYPE Z-2) CY 179.0000 1,700,500.00 10,391.780 1,860,128 (AERIALLY DEPOSITED LEAD) 044 LEAD COMPLIANCE PLAN LS 1,270.0000 1,270.00 1.000 1,270 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 92,340.00 3,078.000 92,340 (F) 046 STRUCTURE EXCAVATION (TYPE Z-2) CY 171.5000 41,331.50 241.000 41,331 (AERIALLY DEPOSITED LEAD) 047 STRUCTURE BACKFILL (RETAINING WALL) CY 61.0000 90,768.00 1,488.000 90,768 (F) 048 SAND BACKFILL CY 160.0000 960.00 6.000 960 049 MULCH CY 110.0000 2,200.00 19.000 2,090 PROGRAM CAS145 PAGE 3 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (COMPOST BLANKET) CY 79.0000 6,794.00 81.000 6,399 051 FIBER ROLLS LF 2.6400 28,776.00 11,725.000 30,954 052 COMPOST (INCORPORATE) SQYD 9.0000 26,370.00 4,411.000 39,699 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,000.00 6.000 4,800 054 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1300 28,210.00 434,337.000 56,463 055 EXTEND 8" CONDUIT LF 66.7000 12,673.00 190.000 12,673 056 CLASS 3 AGGREGATE BASE (CY) CY 33.0000 462,000.00 14,026.300 462,867 057 HOT MIX ASPHALT (TYPE A) TON 89.0000 397,830.00 5,319.200 473,408 058 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 142.0000 447,300.00 3,258.700 462,735 059 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.2500 8,715.00 2,711.000 14,232 060 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 25,350.00 4,720.000 23,600 061 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.5000 5,665.00 1,427.000 7,848 062 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0000 4,500.00 769.000 4,614 063 PLACE HOT MIX ASPHALT SQYD 89.0000 1,068.00 59.400 5,286 (MISCELLANEOUS AREA) 064 TACK COAT TON 920.0000 4,600.00 7.030 6,467 065 STRUCTURAL CONCRETE, RETAINING WALL CY 895.0000 574,321.50 641.000 573,695 (F) 066 STRUCTURAL CONCRETE, BARRIER SLAB CY 585.0000 80,496.00 137.600 80,496 (F) 067 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 121,800.00 58.000 121,800 068 MINOR CONCRETE (BACKFILL) CY 255.0000 4,845.00 19.000 4,845 069 BUSH HAMMER TEXTURE SQFT 26.5000 25,837.50 975.000 25,837 (F) 070 BAR REINFORCING STEEL (RETAINING WALL) LB 1.8000 84,936.60 47,187.000 84,936 (F) 071 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2300 115,398.63 27,281.000 115,398 (F) 072 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3200 8,736.00 27,300.000 8,736 (F) 073 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5700 6,870.50 650.000 6,870 (0.063"-UNFRAMED) 074 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 945.0000 46,305.00 49.000 46,305 (SIGN FOUNDATION) 075 ROADSIDE SIGN - ONE POST EA 259.0000 8,547.00 30.000 7,770 076 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 127.0000 4,953.00 82.000 10,414 METHOD) PROGRAM CAS145 PAGE 4 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 1,500.0000 12,000.00 8.000 12,000 078 18" ALTERNATIVE PIPE CULVERT LF 82.7500 115,850.00 1,540.000 127,435 079 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 41,000.00 1,020.000 51,000 080 8" PLASTIC PIPE UNDERDRAIN RISER LF 73.0000 1,095.00 15.000 1,095 081 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 57.5000 33,925.00 615.000 35,362 082 DRAINAGE INLET MARKER EA 86.0000 258.00 3.000 258 083 6" WELDED STEEL PIPE (.105" THICK) LF 125.0000 750.00 6.000 750 084 18" ALTERNATIVE FLARED END SECTION EA 722.0000 5,776.00 8.000 5,776 085 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 99.5500 3,782.90 53.000 5,276 (CY) 086 SLOPE PAVING (CONCRETE) CY 725.0000 13,775.00 36.000 26,100 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.3000 848.00 160.000 848 088 MINOR CONCRETE (CURB) (CY) CY 937.0000 34,669.00 37.000 34,669 089 MINOR CONCRETE (GUTTER) (CY) CY 650.0000 26,650.00 41.000 26,650 090 MINOR CONCRETE (MISCELLANEOUS CY 1,000.0000 1,000.00 1.000 1,000 CONSTRUCTION) 091 MISCELLANEOUS IRON AND STEEL LB 2.1100 24,260.78 11,498.000 24,260 (F) 092 OBJECT MARKER (TYPE P) EA 90.0000 2,880.00 18.000 1,620 093 OBJECT MARKER (TYPE L-1) EA 53.0000 424.00 7.000 371 094 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 45,500.00 2,175.000 54,375 095 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.0000 151,200.00 1,260.000 151,200 096 CONCRETE BARRIER (TRANSITION) LF 300.0000 4,500.00 15.000 4,500 097 CABLE RAILING LF 16.0000 13,120.00 820.000 13,120 (F) 098 TRANSITION RAILING (TYPE WB) EA 3,065.0000 18,390.00 9.000 27,585 099 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 7,200.00 8.000 6,400 100 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,750.0000 24,750.00 8.000 22,000 101 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 4,400.00 4.000 8,800 102 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 321.0000 41,088.00 126.000 40,446 103 CONCRETE BARRIER (TYPE 60C) LF 138.5000 48,475.00 905.000 125,342 PROGRAM CAS145 PAGE 5 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE BARRIER (TYPE 60D) LF 55.0000 56,870.00 1,300.000 71,500 105 CONCRETE BARRIER (TYPE 736) LF 137.0000 28,359.00 207.000 28,359 (F) 106 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.6900 41,574.00 26,536.000 44,845 107 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.9000 11,419.00 7,487.000 14,225 108 THERMOPLASTIC PAVEMENT MARKING SQFT 8.4500 8,281.00 807.000 6,819 109 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.2800 4,488.00 751.000 3,965 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.3400 3,423.60 534.000 3,385 111 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,600.0000 2,600.00 0.990 2,574 SYSTEM ELEMENTS DURING CONSTRUCTION 112 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 84,500.0000 84,500.00 0.990 83,655 113 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 158,500.0000 158,500.00 0.990 156,915 114 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 137,400.0000 137,400.00 0.990 136,026 115 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 116,200.0000 116,200.00 0.990 115,038 116 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 105,700.0000 105,700.00 0.990 104,643 117 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 116,250.0000 116,250.00 0.990 115,087 118 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 68,700.0000 68,700.00 0.990 68,013 119 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 105,700.0000 105,700.00 0.990 104,643 120 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 190,200.0000 190,200.00 0.990 188,298 121 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 190,200.0000 190,200.00 0.990 188,298 122 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 190,200.0000 190,200.00 0.990 188,298 123 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 126,800.0000 126,800.00 0.990 125,532 124 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 148,000.0000 148,000.00 0.990 146,520 125 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 105,600.0000 105,600.00 0.990 104,544 126 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 126,800.0000 126,800.00 0.990 125,532 127 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 190,200.0000 190,200.00 0.990 188,298 128 TRAFFIC OPERATIONS SYSTEM (LOCATIION 17) LS 158,500.0000 158,500.00 0.990 156,915 129 TRAFFIC OPERATIONS SYSTEM (LOCATION 18) LS 126,800.0000 126,800.00 0.990 125,532 130 TRAFFIC OPERATIONS SYSTEM (LOCATION 19) LS 137,400.0000 137,400.00 0.990 136,026 PROGRAM CAS145 PAGE 6 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TRAFFIC OPERATIONS SYSTEM (LOCATION 20) LS 95,000.0000 95,000.00 0.990 94,050 132 TRAFFIC OPERATIONS SYSTEM (LOCATION 21) LS 63,400.0000 63,400.00 0.990 62,766 133 TRAFFIC OPERATIONS SYSTEM (LOCATION 22) LS 116,250.0000 116,250.00 0.990 115,087 134 TRAFFIC OPERATIONS SYSTEM (LOCATION 23) LS 95,000.0000 95,000.00 0.990 94,050 135 TRAFFIC OPERATIONS SYSTEM (LOCATION 24) LS 84,500.0000 84,500.00 0.990 83,655 136 TRAFFIC OPERATIONS SYSTEM (LOCATION 25) LS 84,500.0000 84,500.00 0.990 83,655 137 MODIFY LIGHTING LS 118,000.0000 118,000.00 0.980 115,640 138 CAMERA UNIT EA 6,900.0000 48,300.00 6.000 41,400 139 CAMERA CONTROL UNIT (CCU) EA 6,900.0000 48,300.00 6.000 41,400 140 VIDEO ENCODER UNIT (VEU) EA 6,900.0000 48,300.00 6.000 41,400 141 DIAL UP MODEM EA 475.0000 950.00 1.000 475 142 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 15,600.0000 93,600.00 5.000 78,000 143 GENERAL PACKET RADIO SYSTEM (GPRS) EA 1,480.0000 38,480.00 25.000 37,000 WIRELESS MODEM ASSEMBLY 144 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 792.0000 72,072.00 87.000 68,904 UNIT PROGRAM CAS145 PAGE 7 DATE 03/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153204 TIME 09:54 AM ESTIMATE NO. 024 BID OPENING 10/02/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/15 R.E. NAME: NGUYEN, HUNG V. DATE OF THIS ESTIMATE 03/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 11,223,246.42 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 4,157.53 1,604,917.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,157.53 12,828,164.01 145 MOBILIZATION LS 195,000.0000 195,000.00 1.000 195,000 ORIGINAL CONTRACT AMOUNT 10,795,303.61 TOTAL WORK COMPLETED 4,157.53 13,023,164.01 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 4,157.53 13,023,164.01 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 12/27/12 160 02/26/13 02/26/13 10/08/15 450 63 431 0 99% 76% PROGRESS IS SATISFACTORY NGUYEN, HUNG V. RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/15