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 10/25/11 EST. NO.04 TIME 06:43 AM R.E. NAME: HAIDAR HADDADIN 06-415904 --------------------------------------------------------------------------- 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 0042 306.15 E.W. @ F.A.(+) 070711 N 137040 0044 525.94 071811 N 137120 0046 738.42 082911 N 137450 0047 778.78 083011 N 137460 0048 738.42 083111 N 137470 0050 738.42 090711 N 137500 0051 1,317.40 090811 N 148520 0052 781.17 090711 N 5016 0 0054 591.79 083111 N 0567 0 0055 657.71 091211 N 148550 0056 738.42 091311 N 148560 0057 738.42 091411 N 148570 0058 778.78 091511 N 148590 0059 1,597.91 091911 N 148600 0060 1,436.49 092011 N 148610 0061 1,436.49 092111 N 148620 0062 1,436.49 092211 N 148640 0063 1,436.48 092611 N 148650 0064 1,396.12 092711 N 148680 0065 1,624.08 092811 N 148710 0066 1,583.73 092911 N 148740 0067 1,375.96 100311 N 148750 0068 1,315.42 100411 N 148760 0069 824.88 100611 N 148770 0070 496.28 100711 N 148800 0071 819.13 101011 N 148810 0072 1,107.62 101011 N 139830 0073 1,442.48 101211 N 148830 28,759.38 TOTAL THIS ESTIMATE 30,000.11 TOTAL PREVIOUS ESTIMATE 58,759.49 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 10/25/11 EST. NO.04 TIME 06:43 AM R.E. NAME: HAIDAR HADDADIN 06-415904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 LOCATION PROGRESS ESTIMATE 06-KIN-41-11.5/20.0 ----------------- GRANITE CONSTRUCTION COMPANY IN KINGS COUNTY NEAR KETTLELMAN P O BOX 50085 CITY FROM 0.1 MILE SOUTH OF UTICA WATSONVILLE CA 950775085 AVENUE TO 0.1 MILE SOUTH OF QUAIL AVENUE FED. AID NO. ACNH-P041(120)E AC OVERLAY AND WIDEN SHOULDER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.150 300.00 0.550 1,100.00 002 TIME-RELATED OVERHEAD WDAY 1,200.0000 180,000.00 17.000 20,400.00 60.000 72,000.00 003 TEMPORARY FENCE (TYPE ESA) LF 4.5000 6,300.00 1,328.000 5,976.00 004 CONSTRUCTION SITE MANAGEMENT LS 7,500.0000 7,500.00 0.150 1,125.00 0.550 4,125.00 005 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.050 110.00 0.750 1,650.00 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 1.5000 142,500.00 0.000 0.00 007 TEMPORARY SILT FENCE LF 2.0000 152,000.00 0.000 0.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 4,400.0000 17,600.00 0.000 0.00 009 MOVE-IN/MOVE-OUT EA 750.0000 2,250.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 1,950.00 1.000 325.00 4.000 1,300.00 011 STREET SWEEPING LS 25,000.0000 25,000.00 0.150 3,750.00 0.550 13,750.00 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,600.0000 2,600.00 0.200 520.00 0.500 1,300.00 013 TEMPORARY HYDROSEED SQYD 0.4600 52,440.00 0.000 0.00 014 STORM WATER ANNUAL REPORT LS 2,000.0000 2,000.00 0.600 1,200.00 015 CONSTRUCTION AREA SIGNS LS 5,200.0000 5,200.00 0.500 2,600.00 016 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.150 3,750.00 0.550 13,750.00 017 TYPE III BARRICADE EA 60.0000 2,520.00 6.000 360.00 30.000 1,800.00 018 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 20,600.00 6,542.000 13,084.00 019 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 16.0000 2,560.00 192.000 3,072.00 192.000 3,072.00 020 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,600.00 140.000 5,600.00 300.000 12,000.00 021 TEMPORARY PAVEMENT MARKER EA 10.0000 1,200.00 50.000 500.00 100.000 1,000.00 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 12,000.0000 12,000.00 0.150 1,800.00 0.600 7,200.00 PROGRAM CAS145 PAGE 2 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 0.500 5,000.00 024 NATURAL RESOURCE PROTECTION PLAN LS 4,200.0000 4,200.00 0.300 1,260.00 025 ABANDON CULVERT EA 900.0000 1,800.00 0.000 0.00 026 REMOVE TERMINAL SYSTEM EA 749.0000 2,996.00 0.000 0.00 027 REMOVE METAL BEAM GUARD RAILING LF 12.0000 6,120.00 0.000 0.00 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,370.00 3,451.000 3,451.00 029 REMOVE PAVEMENT MARKER EA 1.0000 73.00 73.000 73.00 73.000 73.00 030 REMOVE ROADSIDE SIGN EA 125.0000 125.00 0.000 0.00 031 REMOVE INLET EA 850.0000 5,100.00 3.000 2,550.00 5.000 4,250.00 032 REMOVE HEADWALL EA 850.0000 9,350.00 12.000 10,200.00 033 REMOVE WINGWALL EA 850.0000 3,400.00 4.000 3,400.00 034 REMOVE DOWNDRAIN LF 6.0000 4,980.00 830.000 4,980.00 035 RESET MILEPOST MARKER EA 60.0000 1,020.00 0.000 0.00 036 RESET OBJECT MARKER EA 60.0000 7,200.00 0.000 0.00 037 RESET ROADSIDE SIGN EA 175.0000 5,775.00 0.000 0.00 038 RELOCATE ROADSIDE SIGN EA 175.0000 350.00 0.000 0.00 039 ADJUST UTILITY COVER TO GRADE EA 1,500.0000 7,500.00 0.000 0.00 040 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5500 159,650.00 72,855.000 112,925.25 72,855.000 112,925.25 041 REMOVE CONCRETE LF 3.0000 3,360.00 1,315.000 3,945.00 042 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 0.200 15,000.00 0.900 67,500.00 043 ROADWAY EXCAVATION CY 5.0000 1,075,000.00 37,000.000 185,000.00 190,000.000 950,000.00 044 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 0.100 100.00 0.700 700.00 045 STRUCTURE EXCAVATION (RETAINING WALL) CY 11.0000 4,730.00 0.000 0.00 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 80.0000 27,200.00 0.000 0.00 (F) 047 SAND BACKFILL CY 100.0000 1,900.00 0.000 0.00 048 IMPORTED MATERIAL (SHOULDER BACKING) TON 25.0000 78,750.00 0.000 0.00 049 HIGHWAY PLANTING LS 4,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (COMPOST BLANKET) CY 41.0000 619,100.00 0.000 0.00 051 FIBER ROLLS LF 2.3000 437,000.00 64,637.000 148,665.10 81,746.000 188,015.80 052 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 2,250.00 0.000 0.00 053 EROSION CONTROL (POLYMER STABILIZED ACRE 1,310.0000 73,360.00 0.000 0.00 FIBER MATRIX) (ACRE) 054 TRANSPLANT PALM TREE EA 4,000.0000 8,000.00 0.000 0.00 055 IRRIGATION SYSTEM LS 2,500.0000 2,500.00 0.000 0.00 056 CLASS 2 AGGREGATE SUBBASE CY 43.0000 46,440.00 774.000 33,282.00 774.000 33,282.00 057 CLASS 2 AGGREGATE BASE CY 29.0000 1,015,000.00 6,037.000 175,073.00 6,811.000 197,519.00 058 SAND COVER TON 100.0000 10,000.00 101.110 10,111.00 101.110 10,111.00 059 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1.0000 58.00 13.810 13.81 13.810 13.81 060 REPLACE ASPHALT CONCRETE SURFACING CY 200.0000 200,000.00 1,000.000 200,000.00 1,000.000 200,000.00 061 HOT MIX ASPHALT TON 65.0000 4,849,000.00 48.000 3,120.00 789.150 51,294.75 062 HOT MIX ASPHALT (LEVELING) TON 78.0000 510,900.00 0.000 0.00 063 EMULSIFIED RECYCLING AGENT TON 615.0000 602,700.00 571.000 351,165.00 571.000 351,165.00 064 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 30.0000 15,300.00 0.000 0.00 AREA) 065 DATA CORE LS 5,000.0000 5,000.00 0.000 0.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 320.00 0.000 0.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 54,100.00 0.000 0.00 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 300.00 0.000 0.00 069 ASPHALTIC EMULSION (PAINT BINDER) TON 1.0000 90.00 0.000 0.00 070 COLD IN-PLACE RECYCLING SQYD 3.3000 462,000.00 100,995.560 333,285.35 100,995.560 333,285.35 071 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 459,000.00 300.000 90,000.00 (RAPID STRENGTH CONCRETE) 072 SEAL PAVEMENT JOINT LF 8.0000 25,680.00 0.000 0.00 073 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 52,800.00 0.000 0.00 (F) 074 STRUCTURAL CONCRETE, WING WALLS CY 700.0000 22,400.00 30.400 21,280.00 075 STRUCTURAL CONCRETE, BOX CULVERT CY 1,300.0000 22,100.00 20.670 26,871.00 076 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 15,730.00 9.820 10,802.00 (F) PROGRAM CAS145 PAGE 4 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (BACKFILL) CY 110.0000 7,150.00 38.000 4,180.00 38.000 4,180.00 078 BAR REINFORCING STEEL LB 0.1000 122.00 1,220.000 122.00 1,220.000 122.00 (F) 079 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 17,271.00 0.000 0.00 (F) 080 BAR REINFORCED STEEL (WING WALL) LB 2.1000 3,969.00 1,890.000 3,969.00 (F) 081 BAR REINFORCING STEEL (BOX CULVERT) LB 1.1000 3,653.10 3,321.000 3,653.10 (F) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,200.00 0.000 0.00 (0.063"-UNFRAMED) 083 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,408.00 0.000 0.00 (0.080"-UNFRAMED) 084 ROADSIDE SIGN - ONE POST EA 200.0000 1,400.00 0.000 0.00 085 18" REINFORCED CONCRETE PIPE LF 82.0000 36,080.00 20.500 1,681.00 439.000 35,998.00 086 24" REINFORCED CONCRETE PIPE LF 90.0000 37,800.00 145.000 13,050.00 412.200 37,098.00 087 18" CORRUGATED STEEL PIPE (.109" THICK) LF 105.0000 5,040.00 41.000 4,305.00 088 24" CORRUGATED STEEL PIPE (.109" THICK) LF 130.0000 6,500.00 50.000 6,500.00 089 30" CORRUGATED STEEL PIPE (.109" THICK) LF 140.0000 32,200.00 20.500 2,870.00 229.500 32,130.00 090 36" CORRUGATED STEEL PIPE (.109" THICK) LF 250.0000 2,000.00 7.500 1,875.00 091 42" CORRUGATED STEEL PIPE (.109" THICK) LF 165.0000 12,045.00 83.000 13,695.00 092 48" CORRUGATED STEEL PIPE (.138" THICK) LF 200.0000 18,600.00 10.500 2,100.00 93.000 18,600.00 093 60" CORRUGATED STEEL PIPE (.138" THICK) LF 250.0000 2,000.00 8.000 2,000.00 094 90" CORRUGATED STEEL PIPE (.168" THICK) LF 450.0000 6,750.00 15.000 6,750.00 095 CORRUGATED STEEL FLUME DOWNDRAIN LF 50.0000 114,000.00 0.000 0.00 096 TAPERED INLET EA 350.0000 27,300.00 0.000 0.00 097 18" ALTERNATIVE FLARED END SECTION EA 300.0000 3,900.00 5.000 1,500.00 13.000 3,900.00 098 24" ALTERNATIVE FLARED END SECTION EA 340.0000 4,420.00 5.000 1,700.00 13.000 4,420.00 099 30" ALTERNATIVE FLARED END SECTION EA 450.0000 5,850.00 11.000 4,950.00 13.000 5,850.00 100 36" ALTERNATIVE FLARED END SECTION EA 600.0000 2,400.00 3.000 1,800.00 4.000 2,400.00 101 42" ALTERNATIVE FLARED END SECTION EA 950.0000 3,800.00 4.000 3,800.00 102 48" ALTERNATIVE FLARED END SECTION EA 1,150.0000 6,900.00 3.000 3,450.00 6.000 6,900.00 103 60" ALTERNATIVE FLARED END SECTION EA 1,600.0000 3,200.00 1.000 1,600.00 2.000 3,200.00 PROGRAM CAS145 PAGE 5 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 90" ALTERNATIVE FLARED END SECTION EA 5,000.0000 10,000.00 2.000 10,000.00 2.000 10,000.00 105 DRAINAGE INLET EA 1,200.0000 6,000.00 5.000 6,000.00 5.000 6,000.00 106 ROCK SLOPE PROTECTION CY 135.0000 155,250.00 599.920 80,989.20 972.150 131,240.25 (FACING, METHOD B) 107 ROCK SLOPE PROTECTION FABRIC SQYD 0.5000 1,350.00 1,287.120 643.56 2,092.830 1,046.42 108 MINOR CONCRETE (MISCELLANEOUS CY 660.0000 118,800.00 124.320 82,051.20 CONSTRUCTION) 109 MISCELLANEOUS IRON AND STEEL LB 2.2000 5,533.00 885.000 1,947.00 2,841.000 6,250.20 (F) 110 DELINEATOR (CLASS 1) EA 40.0000 7,200.00 0.000 0.00 111 OBJECT MARKER EA 80.0000 160.00 0.000 0.00 112 METAL BEAM GUARD RAILING (STEEL POST) LF 25.0000 11,250.00 0.000 0.00 113 DOUBLE METAL BEAM GUARD RAILING LF 35.0000 3,500.00 0.000 0.00 (STEEL POST) 114 CABLE RAILING LF 16.0000 1,760.00 0.000 0.00 115 RAIL TENSIONING ASSEMBLY EA 292.0000 584.00 0.000 0.00 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 615.0000 1,230.00 0.000 0.00 117 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 0.000 0.00 118 ALTERNATIVE CRASH CUSHION SYSTEM EA 5,000.0000 10,000.00 0.000 0.00 119 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 43,200.00 0.000 0.00 120 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 9,100.00 0.000 0.00 121 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 0.000 0.00 (BROKEN 12-3) 122 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 24,480.00 0.000 0.00 123 4" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 268.00 0.000 0.00 (BROKEN 6-1) 124 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,860.00 0.000 0.00 (BROKEN 36-12) 125 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 24.00 0.000 0.00 (BROKEN 17-7) 126 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 10,540.00 0.000 0.00 127 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 128 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 3,250.0000 3,250.00 0.000 0.00 129 TRAFFIC MONITORING STATION LS 13,750.0000 13,750.00 0.200 2,750.00 0.200 2,750.00 130 ROADSIDE WEATHER INFORMATION SYSTEM LS 45,000.0000 45,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 MODIFY SIGNAL (LOCATION 1) LS 70,000.0000 70,000.00 0.040 2,800.00 0.040 2,800.00 132 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.020 3,000.00 0.020 3,000.00 PROGRAM CAS145 PAGE 7 DATE 10/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-415904 TIME 06:43 AM ESTIMATE NO. 04 BID OPENING 04/05/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/11 R.E. NAME: HAIDAR HADDADIN DATE OF THIS ESTIMATE 10/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,759,108.27 3,284,714.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 28,759.38 58,759.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,787,867.65 3,343,473.62 133 MOBILIZATION LS 139,759.9000 1,139,759.90 0.200 227,951.98 0.950 1,082,771.91 ORIGINAL CONTRACT AMOUNT 13,929,077.00 TOTAL WORK COMPLETED 2,015,819.63 4,426,245.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,015,819.63 4,426,245.53 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 05/27/11 150 00/00/00 07/06/11 03/07/12 60 14 0 0 32% 40% PROGRESS IS SATISFACTORY HAIDAR HADDADIN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/25/11