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 06/13/13 EST. NO.03 TIME 06:19 PM R.E. NAME: KHANUM, TASLIMA 04-1A3204 --------------------------------------------------------------------------- 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 06/13/13 EST. NO.03 TIME 06:19 PM R.E. NAME: KHANUM, TASLIMA 04-1A3204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SUB FAIR PRACTICES -9,900.00 03 -9,900.00 -9,900.00 TOTAL DEDUCTIONS -9,900.00 -9,900.00 PROGRAM CAS145 PAGE 1 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 LOCATION PROGRESS ESTIMATE 04-CC-580-5.5/6.1 ----------------- MYERS AND SONS CONSTRUCTION LP IN CONTRA COSTA COUNTY ON ROUTE 580 2554 MILLCREEK DRIVE AT THE SCOFIELD AVENUE UC AND SACRAMENTO, CA 95833 WESTERN DRIVE ON-RAMP UC (BRIDGES # 28-0140 L/R, 28-0141 R) FED. AID NO. BHIM- 580-1(52)2E BRIDGE DECK REPLACEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.250 2,500 002 PROTECTION SYSTEM LS 700,000.0000 700,000.00 0.500 350,000.00 0.600 420,000 003 TEMPORARY FENCE (TYPE CL-6) LF 50.0000 1,000.00 0.000 0 004 12" TEMPORARY CULVERT LF 120.0000 26,400.00 86.000 10,320 005 18" TEMPORARY CULVERT LF 90.0000 1,080.00 0.000 0 006 TEMPORARY DRAINAGE INLET EA 3,000.0000 12,000.00 1.000 3,000 007 CONSTRUCTION SITE MANAGEMENT LS 30,000.0000 30,000.00 0.130 3,900.00 0.330 9,900 008 PREPARE WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.750 7,500 PROGRAM 009 TEMPORARY FIBER ROLL LF 2.5000 3,475.00 590.000 1,475.00 890.000 2,225 010 TEMPORARY SILT FENCE LF 5.0000 1,500.00 300.000 1,500 011 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 1.000 2,500 012 TEMPORARY COVER SQYD 3.0000 3,900.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 550.0000 3,850.00 4.000 2,200 014 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 3,600.00 0.000 0 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 60,000.0000 60,000.00 0.130 7,800.00 0.330 19,800 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.000 0 017 TIME-RELATED OVERHEAD (LS) LS 1,750,000.0000 1,750,000.00 0.130 227,500.00 0.330 577,500 018 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.200 4,000.00 0.700 14,000 019 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.130 13,000.00 0.330 33,000 020 TYPE II BARRICADE EA 30.0000 180.00 3.000 90 021 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,150.00 62.000 2,170.00 80.000 2,800 022 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 90,000.0000 90,000.00 0.130 11,700.00 0.330 29,700 PROGRAM CAS145 PAGE 2 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 10.0000 178,000.00 5,510.000 55,100.00 11,833.000 118,330 024 TEMPORARY CRASH CUSHION MODULE EA 175.0000 31,500.00 13.000 2,275.00 41.000 7,175 025 TEMPORARY ALTERNATIVE CRASH CUSHION EA 250.0000 1,000.00 1.000 250.00 1.000 250 026 TEMPORARY TRAFFIC SCREEN LF 5.0000 6,100.00 0.000 0 027 TEMPORARY BICYCLE SHUTTLE SERVICE LS 150,000.0000 150,000.00 0.130 19,500.00 0.330 49,500 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 13,200.00 6,363.000 12,726 STRIPE (HAZARDOUS WASTE) 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 11,100.00 63.000 630.00 881.000 8,810 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 14,050.00 8,194.000 4,097.00 11,778.000 5,889 031 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 700.00 252.000 504.00 252.000 504 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 11,100.00 1,762.500 1,321.88 15,125.500 11,344 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,760.00 281.000 843.00 1,420.000 4,260 034 REMOVE PAVEMENT MARKER EA 1.0000 3,010.00 536.000 536.00 2,001.000 2,001 035 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 100.00 0.000 0 036 REMOVE ROADSIDE SIGN PANEL EA 50.0000 150.00 1.000 50.00 1.000 50 037 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 0.000 0 038 REMOVE CULVERT (LF) LF 40.0000 18,400.00 0.000 0 039 REMOVE INLET EA 650.0000 1,950.00 0.000 0 040 RESET CRASH CUSHION (SAND FILLED) EA 20,000.0000 20,000.00 0.000 0 041 RESET ROADSIDE SIGN EA 200.0000 2,000.00 0.000 0 042 ADJUST INLET EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 52,650.00 139.000 208 044 REMOVE CONCRETE BARRIER LF 20.0000 27,800.00 163.000 3,260.00 1,363.000 27,260 045 BRIDGE REMOVAL (PORTION), LOCATION A LS 850,000.0000 850,000.00 0.200 170,000.00 0.200 170,000 046 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 1.000 150,000.00 1.000 150,000 047 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.000 0 048 CLEARING AND GRUBBING (LS) LS 10,000.0000 10,000.00 0.500 5,000 049 ROADWAY EXCAVATION CY 40.0000 120,000.00 542.000 21,680 PROGRAM CAS145 PAGE 3 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (TYPE Z-2) CY 70.0000 25,200.00 250.000 17,500 (AERIALLY DEPOSITED LEAD) 051 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.750 1,875 052 STRUCTURE EXCAVATION (BRIDGE) CY 550.0000 2,200.00 0.000 0 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 2,560.00 35.000 1,400 (F) 054 STRUCTURE EXCAVATION (TYPE Z-2) CY 60.0000 1,680.00 28.000 1,680 (F) (AERIALLY DEPOSITED LEAD) 055 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 400.00 0.000 0 (F) 056 STRUCTURE BACKFILL (SLURRY CEMENT) CY 150.0000 12,450.00 0.000 0 057 STRUCTURE BACKFILL (RETAINING WALL) CY 50.0000 2,950.00 0.000 0 (F) 058 CONCRETE BACKFILL CY 400.0000 6,400.00 0.000 0 (RAPID STRENGTH CONCRETE) 059 DITCH EXCAVATION CY 170.0000 4,250.00 0.000 0 060 IMPORTED BORROW (CY) CY 15.0000 7,500.00 400.000 6,000.00 400.000 6,000 061 HIGHWAY PLANTING LS 3,000.0000 3,000.00 0.000 0 062 EROSION CONTROL (COMPOST BLANKET) CY 35.0000 2,800.00 0.000 0 063 FIBER ROLLS LF 3.0000 5,310.00 0.000 0 064 COMPOST (INCORPORATE) SQYD 6.5000 10,465.00 0.000 0 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 1,600.00 0.000 0 066 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.2000 7,900.00 0.000 0 (SQFT) 067 ROLLED EROSION CONTROL PRODUCT SQFT 0.5000 3,545.00 0.000 0 (NETTING) 068 PLANT ESTABLISHMENT WORK LS 2,500.0000 2,500.00 0.000 0 069 CLASS 2 AGGREGATE BASE (CY) CY 60.0000 24,600.00 68.350 4,101 070 AGGREGATE BASE (APPROACH SLAB) CY 300.0000 11,100.00 0.000 0 071 HOT MIX ASPHALT (TYPE A) TON 125.0000 1,240,000.00 3,004.210 375,526.25 4,127.540 515,942 072 SHOULDER RUMBLE STRIP STA 130.0000 3,120.00 0.000 0 (HMA,ROLLED-IN INDENTATIONS) 073 DATA CORE LS 5,000.0000 5,000.00 0.000 0 074 PLACE HOT MIX ASPHALT SQYD 35.0000 4,900.00 139.000 4,865 (MISCELLANEOUS AREA) 075 LIQUID ASPHALT (PRIME COAT) TON 845.0000 2,535.00 0.640 540 076 TACK COAT TON 1,000.0000 17,000.00 4.000 4,000.00 4.820 4,820 PROGRAM CAS145 PAGE 4 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SOIL NAIL LF 50.0000 18,200.00 0.000 0 078 MICROPILE (STEEL PIPE NPS 12XX-STRONG) EA 30,000.0000 90,000.00 0.000 0 079 18" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 330.0000 55,440.00 0.000 0 080 STRUCTURAL CONCRETE, BRIDGE CY 775.0000 1,949,125.00 91.000 70,525.00 91.000 70,525 (F) 081 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 113,000.00 24.000 24,000 082 STRUCTURAL CONCRETE, APPROACH SLAB CY 650.0000 241,150.00 0.000 0 (F) (TYPE R MODIFIED) 083 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 17,600.00 0.000 0 (F) 084 PAVING NOTCH EXTENSION CF 85.0000 12,410.00 0.000 0 085 ARCHITECTURAL TEXTURE (STUCCO) SQFT 35.0000 9,625.00 150.000 5,250.00 150.000 5,250 086 DRILL AND BOND DOWEL LF 25.0000 21,400.00 0.000 0 087 CORE CONCRETE (8") LF 150.0000 4,500.00 0.000 0 088 CORE CONCRETE (20") LF 500.0000 2,500.00 0.000 0 089 JOINT SEAL (MR 1") LF 35.0000 7,700.00 0.000 0 090 JOINT SEAL (MR 1 1/2") LF 60.0000 58,560.00 0.000 0 091 BAR REINFORCING STEEL (EPOXY COATED) LB 1.5000 1,230,000.00 0.000 0 (F) (BRIDGE) 092 BAR REINFORCING STEEL LB 4.0000 66,000.00 3,534.000 14,136 (F) (EPOXY COATED) (RETAINING WALL) 093 STRUCTURAL STEEL (BRIDGE) LB 6.0000 163,800.00 0.000 0 (F) 094 STUD CONNECTOR EA 25.0000 633,000.00 0.000 0 (F) 095 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 121,593.50 0.000 0 (F) 096 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 17,370.50 0.000 0 (F) 097 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 11,900.00 0.000 0 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 672.00 0.000 0 (0.063"-UNFRAMED) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,040.00 0.000 0 (0.080"-UNFRAMED) 100 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,250.0000 66,250.00 0.000 0 (SIGN FOUNDATION) 101 ROADSIDE SIGN - ONE POST EA 275.0000 1,100.00 0.000 0 102 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 300.00 0.000 0 METHOD) 103 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 20.0000 5,400.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 450.00 0.000 0 EXISTING POST 105 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 225,000.0000 225,000.00 0.000 0 106 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 500,000.0000 500,000.00 0.000 0 107 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 20.0000 524,000.00 0.000 0 108 WORK AREA MONITORING LS 5,000.0000 5,000.00 0.000 0 109 18" ALTERNATIVE PIPE CULVERT LF 75.0000 42,750.00 0.000 0 110 12" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 8,200.00 0.000 0 111 MISCELLANEOUS IRON AND STEEL LB 1.0000 4,064.00 326.000 326 (F) 112 MISCELLANEOUS METAL (BRIDGE) LB 160.0000 113,280.00 0.000 0 (F) 113 6' CHAIN LINK GATE (TYPE CL-6) EA 1,550.0000 1,550.00 0.000 0 114 METAL BEAM GUARD RAILING LF 25.0000 13,250.00 0.000 0 115 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 85.0000 155,125.00 0.000 0 (F) 116 TRANSITION RAILING (TYPE WB) EA 3,000.0000 12,000.00 0.000 0 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,800.00 0.000 0 118 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0 119 CONCRETE BARRIER (TYPE 60) LF 170.0000 28,900.00 0.000 0 120 CONCRETE BARRIER (TYPE 60C) LF 165.0000 202,950.00 0.000 0 121 CONCRETE BARRIER (TYPE 60E MOD) LF 600.0000 51,000.00 0.000 0 122 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 100.0000 448,100.00 0.000 0 (F) 123 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 700.0000 224,000.00 0.000 0 124 CONCRETE BARRIER MARKER EA 2.0000 116.00 0.000 0 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 14,625.00 0.000 0 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,820.00 0.000 0 127 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 9,525.00 0.000 0 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 2,640.00 0.000 0 (BROKEN 12-3) 129 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 13,000.00 0.000 0 130 4' THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 5,820.00 0.000 0 (BROKEN 14-48) PROGRAM CAS145 PAGE 6 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 29,250.00 17,892.000 8,946.00 38,771.000 19,385 132 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 2,975.00 401.000 1,002.50 1,167.000 2,917 133 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 5,160.00 788.000 1,576.00 1,345.000 2,690 134 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 9,760.00 575.000 2,300.00 1,162.000 4,648 135 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 136 MODIFY FIBER OPTIC COMMUNICATION LS 200,000.0000 200,000.00 0.000 0 137 TEMPORARY CHANGEABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 0.000 0 138 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.000 0 139 FLASHING BEACON SYSTEM LS 15,000.0000 15,000.00 0.000 0 140 MODIFY LIGHTING LS 65,000.0000 65,000.00 0.000 0 141 MODIFY LIGHTING AND SIGN ILLUMINATION LS 145,000.0000 145,000.00 0.000 0 142 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 143 REMOVE CHAIN LINK FENCE LF 50.0000 1,000.00 0.000 0 144 REMOVE GATE EA 250.0000 500.00 0.000 0 145 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 100.0000 810.00 11.400 1,140.00 11.400 1,140 146 MINOR CONCRETE (CURB) (CY) CY 25.0000 150.00 0.000 0 147 CHAIN LINK FENCE (TYPE CL-6) LF 50.0000 1,300.00 30.000 1,500.00 30.000 1,500 148 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000 PROGRAM CAS145 PAGE 7 DATE 06/13/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1A3204 TIME 06:19 PM ESTIMATE NO. 03 BID OPENING 10/31/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: KHANUM, TASLIMA DATE OF THIS ESTIMATE 06/13/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,512,177.63 2,443,264.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,512,177.63 2,443,264.93 149 MOBILIZATION LS 1,550,000.0000 1,550,000.00 0.250 387,500.00 0.750 1,162,500 ORIGINAL CONTRACT AMOUNT 15,654,676.00 TOTAL WORK COMPLETED 1,899,677.63 3,605,764.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -9,900.00 -9,900.00 TOTAL 1,889,777.63 3,595,864.93 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 03/14/13 425 03/29/13 03/29/13 12/11/13 57 1 0 0 23% 33% PROGRESS IS SATISFACTORY KHANUM, TASLIMA RESIDENT ENGINEER PROGRAM CAS145 DATE 06/13/13