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 10/22/13 EST. NO.14 TIME 11:43 AM R.E. NAME: KRAFT, DAN 01-3986A4 --------------------------------------------------------------------------- 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 0189 2,352.23 E.W. @ F.A.(+) 082213 N 1150.0 0190 1,518.86 082313 N 1151.0 0191 1,091.22 082613 N 1152.0 0192 2,120.22 082713 N 1153.0 0193 2,378.45 082813 N 1154.0 0194 2,729.69 091613 N 1169.0 0195 2,795.01 091713 N 1170.0 0196 2,320.06 091813 N 1171.0 0197 3,215.27 092313 N 1173.0 0198 2,843.88 092413 N 1174.0 0199 2,443.80 092513 N 1175.0 0200 2,997.53 092613 N 1176.0 0201 2,211.68 092713 N 1177.0 0202 2,240.66 100113 N 1178.0 0203 2,529.32 100213 N 1179.0 0204 2,735.24 100313 N 1180.0 0205 1,963.75 100413 N 1181.0 0206 2,437.17 100713 N 1182.0 0207 2,519.16 100813 N 1183.0 0208 2,084.05 100913 N 1184.0 0209 2,230.59 101013 N 1185.0 0210 1,194.47 101113 N 1186.0 0211 230.82 091613 N 1188.0 008 0091 769.36 E.W. @ F.A.(+) 100213 N 1168.0 0092 906.98 100913 N 1172.0 0093 725.96 091913 N 1166.0 0094 269.15 092713 N 1167.0 032 0005 22,500.00 A.C. @ L.S.(+) 101713 N 5 0 038 0022 1,673.36 E.W. @ F.A.(+) 091113 N 1155.0 0023 1,448.83 091213 N 1156.0 0024 893.77 091313 N 1157.0 041 0002 3,462.00 A.C. @ U.P.(+) 101713 N 2 0 042 0014 1,794.27 E.W. @ F.A.(+) 091313 N 1187.0 053 0001 4,185.52 E.W. @ F.A.(+) 090413 N 1158.0 0002 3,649.57 090513 N 1159.0 0003 3,453.88 090913 N 1160.0 0004 8,337.81 091013 N 1161.0 0005 3,574.69 090613 N 1162.0 0006 6,771.22 091113 N 1163.0 0007 6,673.51 091213 N 1164.0 0008 2,484.96 091313 N 1165.0 124,757.97 TOTAL THIS ESTIMATE 1,759,903.75 TOTAL PREVIOUS ESTIMATE 1,884,661.72 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 10/22/13 EST. NO.14 TIME 11:43 AM R.E. NAME: KRAFT, DAN 01-3986A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING BASELINE CPM -10,000.00 01 RETURN BASELINE CPM 10,000.00 02 OUT-OF-STATE INSPECT -5,000.00 11 HMA COMPACTION FAIL -14,713.55 13 0.00 -19,713.55 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/12 -10,000.00 02 PER LTR DATED 11/12 -10,000.00 03 PER LTR DATED 12/12 -5,000.00 04 PER LTR DATED 1/13 -5,000.00 05 RETURN DEDUCT 10/12 10,000.00 06 RETURN DEDUCT 1/13 5,000.00 06 RETURN DEDUCT 11/12 10,000.00 08 RETURN DEDUCT 12/12 5,000.00 08 PER LTR DATED 7/13 -10,000.00 11 PER LTR DATED 8/13 -2,000.00 12 PER LTR DATED 9/13 -10,000.00 13 PER LTR DATED 10/13 -8,000.00 14 RETURN DEDUCT 7/13 10,000.00 14 2,000.00 -20,000.00 LIQUIDATED DAMAGES ANTIC 50DYS@$8300/DY -415,000.00 14 -415,000.00 -415,000.00 TOTAL DEDUCTIONS -413,000.00 -454,713.55 PROGRAM CAS145 PAGE 1 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 LOCATION PROGRESS ESTIMATE 01-LAK-53-2.8/7.5 ----------------- TEICHERT CONSTRUCTION IN LAKE COUNTY IN AND NEAR 4401 DULUTH AVENUE CLEARLAKE FROM 0.1 MILE SOUTH OF ROSEVILLE, CA 95678 40TH AVENUE/LAKESHORE DRIVE TO ROUTE 20/53 JUNCTION FED. AID NO. NH-P053(24)3 WIDEN ROADWAY WITH HMA OVER AB ------------------------------------------------------------------------------------------------------------------------------------ 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 4,300.0000 4,300.00 0.000 0 002 SMALL BUSINESS UTILIZATION REPORT EA 0.0000 0.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 450.0000 58,950.00 125.000 56,250 004 TEMPORARY FENCE (TYPE ESA) LF 0.0000 0.00 0.000 0 005 CONSTRUCTION SITE MANAGEMENT LS 24,750.0000 24,750.00 0.033 816.75 0.966 23,908 006 PREPARE STORM WATER POLLUTION LS 54,250.0000 54,250.00 0.033 1,790.25 0.966 52,405 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 3.5200 3,577.73 2,384.000 8,391 008 TEMPORARY SILT FENCE LF 2.4200 28,864.55 13,684.000 33,115 009 TEMPORARY GRAVEL BAG BERM LF 9.2000 33,184.40 125.000 1,150.00 1,495.500 13,758 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 30,000.00 0.000 0 011 TEMPORARY COVER SQYD 2.5000 6,289.25 0.000 0 012 TEMPORARY CHECK DAM LF 5.1200 2,845.18 1,475.000 7,552 013 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 2.000 2,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 215.0000 6,020.00 2.000 430.00 2.000 430 015 STREET SWEEPING LS 56,550.0000 56,550.00 0.077 4,354.35 0.922 52,139 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,906.0000 3,906.00 0.052 203.11 0.948 3,702 017 TEMPORARY TACKED STRAW SQYD 0.0000 0.00 0.000 0 018 RAIN EVENT ACTION PLAN EA 500.0000 28,500.00 18.000 9,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 11,550.00 14.000 7,700 021 CONSTRUCTION AREA SIGNS LS 2,200.0000 2,200.00 0.000 0 022 TRAFFIC CONTROL SYSTEM LS 520,000.0000 520,000.00 0.115 59,800.00 0.885 460,200 PROGRAM CAS145 PAGE 2 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN LS 19,140.0000 19,140.00 0.051 976.14 0.949 18,163 024 CONTRACTOR SUPPLIED BIOLOGIST (DAY) WDAY 0.0000 0.00 0.000 0 025 NATURAL RESOURCE PROTECTION PLAN LS 0.0000 0.00 0.000 0 026 ABANDON CULVERT LF 18.0000 4,698.00 160.000 2,880 027 REMOVE CHAIN LINK FENCE LF 5.0000 1,225.00 160.000 800 028 REMOVE METAL BEAM GUARD RAILING LF 10.0000 1,100.00 225.000 2,250 029 REMOVE FLARED END SECTION EA 155.0000 310.00 3.000 465 030 REMOVE ROADSIDE SIGN EA 140.0000 3,220.00 11.000 1,540.00 21.000 2,940 031 REMOVE ROADSIDE SIGN PANEL EA 75.0000 900.00 9.000 675.00 9.000 675 032 REMOVE SIGN STRUCTURE EA 2,800.0000 2,800.00 1.000 2,800 033 REMOVE STREAM GAGE EA 0.0000 0.00 0.000 0 034 REMOVE CULVERT LF 14.0000 560.00 100.000 1,400 035 REMOVE INLET EA 600.0000 1,800.00 3.000 1,800 036 REMOVE HEADWALL EA 1,000.0000 6,000.00 6.000 6,000 037 REMOVE WINGWALL EA 850.0000 8,500.00 10.000 8,500 038 RECONSTRUCT MAILBOX EA 400.0000 400.00 0.000 0 039 RESET ROADSIDE SIGN EA 350.0000 4,200.00 1.000 350.00 2.000 700 040 ADJUST INLET EA 1,000.0000 4,000.00 2.000 2,000.00 2.000 2,000 041 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8500 92,650.00 68,432.000 58,167 042 CONCRETE INVERT PAVING CY 1,750.0000 8,050.00 0.000 0 043 HDPE PLASTIC PIPELINER (16" OD SDR 32.5) LF 0.0000 0.00 0.000 0 044 HDPE PLASTIC PIPELINER (22" OD SDR 32.5) LF 0.0000 0.00 0.000 0 045 HDPE PLASTIC PIPELINER (28" OD SDR 32.5) LF 0.0000 0.00 0.000 0 046 CLEARING AND GRUBBING LS 121,500.0000 121,500.00 1.000 121,500 047 ROADWAY EXCAVATION CY 19.0000 1,196,164.00 85,497.500 1,624,452 048 LEAD COMPLIANCE PLAN LS 1,625.0000 1,625.00 0.090 146.25 0.910 1,478 049 SAND BACKFILL CY 130.0000 9,490.00 23.660 3,075 PROGRAM CAS145 PAGE 3 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DITCH EXCAVATION CY 8.0000 2,624.00 0.000 0 051 EROSION CONTROL (COMPOST BLANKET) CY 50.0000 122,500.00 2,390.000 119,500 052 FIBER ROLLS LF 3.5000 168,885.50 690.000 2,415.00 40,251.000 140,878 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 3,000.00 1.000 1,000.00 5.000 5,000 054 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1100 138,994.28 242,529.000 26,678.19 1,070,169.000 117,718 055 ROLLED EROSION CONTROL PRODUCT SQFT 0.6600 30,518.40 3,680.000 2,428.80 30,194.000 19,928 (BLANKET) 056 CLASS 2 AGGREGATE BASE CY 37.0000 1,443,000.00 41,200.000 1,524,400 057 CRACK TREATMENT LNMI 4,000.0000 32,000.00 4.500 18,000 058 REPLACE ASPHALT CONCRETE SURFACING CY 240.0000 705,600.00 0.000 0 059 HOT MIX ASPHALT TON 103.0000 2,781,000.00 1,579.350 162,673.05 21,620.100 2,226,870 060 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 95.0000 1,197,000.00 0.000 0 061 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 114.0000 924,540.00 15,101.310 1,721,549.34 18,722.930 2,134,414 062 CENTERLINE RUMBLE STRIP STA 22.0000 5,720.00 0.000 0 (HMA, GROUND-IN INDENTATIONS) 063 SHOULDER RUMBLE STRIP STA 22.0000 10,120.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 064 DATA CORE LS 5,000.0000 5,000.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1500 20,585.00 7,989.000 9,187.35 7,989.000 9,187 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1500 7,268.00 11,988.000 13,786.20 11,988.000 13,786 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1500 1,000.50 0.000 0 068 PLACE HOT MIX ASPHALT SQYD 64.0000 7,040.00 271.100 17,350.40 271.100 17,350 (MISCELLANEOUS AREA) 069 TACK COAT TON 2,500.0000 80,000.00 23.080 57,700.00 63.280 158,200 070 STRUCTURAL CONCRETE, BOX CULVERT CY 750.0000 82,500.00 65.000 48,750 071 PRECAST CONCRETE BOX CULVERT (6'X4') LF 610.0000 73,200.00 120.000 73,200 072 PRECAST CONCRETE BOX CULVERT (10'X10') LF 1,150.0000 98,900.00 86.000 98,900 073 MINOR CONCRETE (MINOR STRUCTURE) CY 1,599.8779 209,744.00 3.700 5,919.55 160.240 256,364 (F) 074 BAR REINFORCING STEEL LB 1.0000 11,960.00 11,040.000 11,040 (F) 075 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 48,085.00 9,617.000 48,085 (F) 076 INSTALL SIGN STRUCTURE (TRUSS) LB 1.0000 9,617.00 9,617.000 9,617 (F) PROGRAM CAS145 PAGE 4 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 3,523.50 62.250 902.63 62.250 902 (0.063"-UNFRAMED) 078 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 1,729.00 190.000 3,610.00 190.000 3,610 (0.080"-UNFRAMED) 079 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,675.00 57.500 1,437.50 57.500 1,437 (0.063"-FRAMED) 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 1,365.00 24.000 840.00 24.000 840 (0.080"-FRAMED) 081 48" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 3,000.0000 60,000.00 19.500 58,500 (SIGN FOUNDATION) 082 ROADSIDE SIGN - ONE POST EA 400.0000 10,400.00 21.000 8,400.00 21.000 8,400 083 ROADSIDE SIGN - TWO POST EA 550.0000 5,500.00 6.000 3,300.00 6.000 3,300 084 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 900.00 4.000 600.00 4.000 600 METHOD) 085 18" ALTERNATIVE PIPE CULVERT LF 125.0000 8,125.00 62.000 7,750 086 24" ALTERNATIVE PIPE CULVERT LF 165.0000 2,970.00 60.000 9,900 087 36" ALTERNATIVE PIPE CULVERT LF 0.0000 0.00 0.000 0 088 42" ALTERNATIVE PIPE CULVERT LF 175.0000 5,425.00 40.000 7,000 089 54" REINFORCED CONCRETE PIPE LF 0.0000 0.00 0.000 0 090 12" CORRUGATED STEEL PIPE (.079" THICK) LF 0.0000 0.00 0.000 0 091 30" CORRUGATED STEEL PIPE INLET LF 0.0000 0.00 0.000 0 (.109" THICK) 092 18" ALTERNATIVE FLARED END SECTION EA 135.0000 810.00 4.000 540 093 24" ALTERNATIVE FLARED END SECTION EA 135.0000 945.00 7.000 945 094 30" ALTERNATIVE FLARED END SECTION EA 0.0000 0.00 0.000 0 095 36" ALTERNATIVE FLARED END SECTION EA 0.0000 0.00 0.000 0 096 42" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 2.000 2,200 097 MINOR CONCRETE (BACKFILL) CY 110.0000 8,250.00 5.300 583 098 ROCK SLOPE PROTECTION CY 79.0000 23,700.00 58.600 4,629 (1/4 TON, METHOD B) 099 ROCK SLOPE PROTECTION CY 129.0000 16,927.38 115.600 14,912 (BACKING NO. 1, METHOD B) 100 ROCK SLOPE PROTECTION CY 78.0000 19,468.80 78.100 6,091 (BACKING NO. 2, METHOD B) 101 ROCK SLOPE PROTECTION FABRIC SQYD 5.5000 7,370.00 494.100 2,717 102 MINOR CONCRETE (MISCELLANEOUS CY 1,500.0000 5,550.00 0.000 0 CONSTRUCTION) 103 MISCELLANEOUS IRON AND STEEL LB 2.2500 9,906.75 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 CHAIN LINK FENCE (TYPE CL-6) LF 20.0000 12,200.00 649.000 12,980.00 649.000 12,980 105 DELINEATOR (CLASS 1) EA 45.0000 3,420.00 0.000 0 106 MILEPOST MARKER EA 45.0000 810.00 0.000 0 107 MARKER (CULVERT) EA 45.0000 2,970.00 0.000 0 108 OBJECT MARKER EA 45.0000 450.00 0.000 0 109 METAL BEAM GUARD RAILING LF 24.0000 18,240.00 475.000 11,400 110 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 18,150.00 0.000 0 111 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 112 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 14,000.00 1.000 2,000 113 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 28,980.00 0.000 0 114 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,376.00 0.000 0 115 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,310.00 0.000 0 116 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 76.00 0.000 0 (BROKEN 12-3) 117 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 3,820.00 0.000 0 (BROKEN 36-12) 118 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 3,420.00 0.000 0 (RECESSED) (BROKEN 17-7) 119 PAVEMENT MARKER (NON-REFLECTIVE- EA 6.0000 2,460.00 0.000 0 RECESSED) 120 PAVEMENT MARKER EA 6.0000 15,900.00 0.000 0 (RETROREFLECTIVE-RECESSED) 121 SIGNAL AND LIGHTING LS 54,560.0000 54,560.00 0.080 4,364.80 0.930 50,740 122 HIGHWAY LIGHTING LS 90,240.0000 90,240.00 0.970 87,532 123 RELOCATE HIGHWAY ADVISORY RADIO SYSTEM LS 3,395.0000 3,395.00 0.000 0 124 RELOCATE CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 1.000 13,000 125 MODIFY TRAFFIC MONITORING STATION LS 6,000.0000 6,000.00 0.100 600.00 0.830 4,980 (COUNT) 126 RELOCATE CLOSED CIRCUIT TELEVISION LS 4,000.0000 4,000.00 1.000 4,000 SYSTEM 127 MODIFY SIGNAL AND LIGHTING LS 48,000.0000 48,000.00 0.360 17,280.00 0.800 38,400 128 SALVAGE FLASHING BEACON LS 1,750.0000 1,750.00 1.000 1,750 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 TEMPORARY RAILING (TYPE K) LF 40.0000 6,400.00 160.000 6,400 PROGRAM CAS145 PAGE 6 DATE 10/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-3986A4 TIME 11:43 AM ESTIMATE NO. 14 BID OPENING 12/07/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/17/13 R.E. NAME: KRAFT, DAN DATE OF THIS ESTIMATE 10/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,149,234.66 10,014,834.37 ADJUSTMENT OF COMPENSATION 25,962.00 75,385.69 EXTRA WORK 98,795.97 1,809,276.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,273,992.63 11,899,496.09 131 MOBILIZATION LS 821,000.0000 821,000.00 1.000 821,000 ORIGINAL CONTRACT AMOUNT 11,980,138.23 TOTAL WORK COMPLETED 2,273,992.63 12,720,496.09 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -413,000.00 -454,713.55 TOTAL 1,860,992.63 12,265,782.54 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 07/23/12 137 08/15/12 08/15/12 12/01/13 171 121 -6 0 94% 100% PROGRESS IS SATISFACTORY TAKING LD'S KRAFT, DAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/13