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 03/23/04 EST. NO.06 TIME 01:03 PM R.E. NAME: MORALES, ANGEL 11-064904 --------------------------------------------------------------------------- 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 0011 170.38 E.W. @ F.A.(+) 010604 N 0012.0 006 0001 11,973.74 E.W. @ L.S.(+) 030804 Y 0009.0 12,144.12 TOTAL THIS ESTIMATE 3,409.30 TOTAL PREVIOUS ESTIMATE 15,553.42 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 03/23/04 EST. NO.06 TIME 01:03 PM R.E. NAME: MORALES, ANGEL 11-064904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE REF#8 01-13 -200.00 06 -200.00 -200.00 LABOR COMPLIANCE VIOLATION O/S PRS NOV -10,000.00 02 PRS NOV CORRECTION 10,000.00 03 O/S PRS JAN -10,000.00 05 O/S PRS FEB -10,000.00 06 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,200.00 -20,200.00 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 LOCATION PROGRESS ESTIMATE 11-SD-15-R6.4/R7.5 ----------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO TOM TISCHER, PROJECT MANAGER FROM 0.5 KM NORTH OF ROUTE 15 AND 8 2585 BUSINESS PARK DRIVE SEPARATION TO 1.1 KM NORTH OF VISTA, CA 92081-8831 FRIARS ROAD OVERCROSSING FED. AID NO. ACNH-015 -4(189)6N ,I-015 -4(189)6N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 9,000.0000 9,000.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 348,000.00 21.000 25,200.00 87.000 104,400.00 03 TEMPORARY FENCE (TYPE ESA) M 8.0000 6,320.00 192.120 1,536.96 04 SWEEPER EA 80,000.0000 80,000.00 0.072 5,760.00 0.300 24,000.00 05 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.073 1,460.00 0.300 6,000.00 07 TEMPORARY EROSION CONTROL M2 0.5000 2,960.00 0.000 0.00 S) 08 TEMPORARY GRAVEL BAGS EA 6.0000 840.00 105.000 630.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 12,000.00 0.000 0.00 10 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 9,000.0000 36,000.00 1.000 9,000.00 1.000 9,000.00 11 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.029 290.00 0.620 6,200.00 S) 12 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.013 1,950.00 0.300 45,000.00 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 34,790.00 6,969.000 24,391.50 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 35.0000 840.00 7.820 273.70 S) 15 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,300.00 0.000 0.00 S) (LEFT IN PLACE) 16 TEMPORARY PAVEMENT MARKER EA 3.5000 13,090.00 1,420.000 4,970.00 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 48,000.00 0.157 1,256.00 3.360 26,880.00 S) 18 TEMPORARY RAILING (TYPE K) M 28.0000 109,760.00 2,221.983 62,215.52 S) 19 TRAFFIC PLASTIC DRUM EA 22.0000 1,474.00 50.000 1,100.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 190.0000 11,210.00 17.000 3,230.00 S) 21 TEMPORARY CRASH CUSHION EA 6,000.0000 30,000.00 3.000 18,000.00 S) 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 11,400.00 165.700 3,314.00 PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE (YELLOW) M2 42.0000 10,080.00 127.100 5,338.20 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 12.0000 4,080.00 31.200 374.40 MARKING 25 REMOVE CHANNELIZERS EA 2.0000 220.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 150.0000 3,000.00 10.000 1,500.00 27 REMOVE SIGN STRUCTURE EA 4,800.0000 14,400.00 0.000 0.00 28 REMOVE CULVERT M 1,300.0000 3,900.00 0.000 0.00 29 REMOVE INLET EA 500.0000 2,000.00 1.000 500.00 30 REMOVE JUNCTION BOX EA 900.0000 900.00 0.000 0.00 31 RECONSTRUCT METAL BEAM GUARD RAILING M 80.0000 16,800.00 0.000 0.00 S) 32 RECONSTRUCT SIGN STRUCTURE EA 6,000.0000 6,000.00 0.000 0.00 33 RESET ROADSIDE SIGN EA 250.0000 3,000.00 0.000 0.00 34 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 0.000 0.00 35 ADJUST FRAME AND GRATE TO GRADE EA 2,000.0000 4,000.00 0.000 0.00 36 MODIFY SIGN STRUCTURE EA 3,000.0000 6,000.00 0.000 0.00 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 26.0000 6,500.00 0.000 0.00 S) (30 MM MAXIMUM) 38 REMOVE CONCRETE CURB M 26.0000 7,540.00 117.500 3,055.00 39 REMOVE CONCRETE BARRIER (TYPE 50C) M 50.0000 19,000.00 400.090 20,004.50 40 REMOVE CONCRETE BARRIER (TYPE 25A) M 150.0000 4,500.00 0.000 0.00 41 BRIDGE REMOVAL (PORTION) LS 18,000.0000 18,000.00 0.000 0.00 42 CLEARING AND GRUBBING LS 5,580.0000 5,580.00 0.283 1,579.14 43 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 0.072 324.00 0.300 1,350.00 44 ROADWAY EXCAVATION M3 20.0000 163,200.00 2,738.530 54,770.60 45 LEAD COMPLIANCE PLAN LS 4,600.0000 4,600.00 0.475 2,185.00 0.475 2,185.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 152.0000 13,376.00 -709.700 -107,874.40 0.000 0.00 F) 47 STRUCTURE EXCAVATION (RETAINING WALL) M3 26.0000 143,780.00 1,177.000 30,602.00 SF) 48 STRUCTURE BACKFILL (BRIDGE) M3 58.0000 4,988.00 0.000 0.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 181,160.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 3 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL (RETAINING M3 42.0000 22,512.00 0.000 0.00 SF)WALL) 51 HIGHWAY PLANTING LS 23,000.0000 23,000.00 0.000 0.00 S) 52 IMPORTED TOPSOIL M3 20.0000 11,000.00 0.000 0.00 53 FIBER (EROSION CONTROL) KG 1.0000 720.00 0.000 0.00 S) 54 FIBER ROLLS (TYPE 1) M 9.0000 6,120.00 205.740 1,851.66 S) 55 FIBER ROLLS (TYPE 2) M 31.0000 20,770.00 192.020 5,952.62 56 COMPOST (EROSION CONTROL) KG 1.0000 770.00 0.000 0.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 140.0000 1,540.00 0.000 0.00 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 120.00 0.000 0.00 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 216.00 0.000 0.00 S) 60 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0.00 S) 61 IRRIGATION SYSTEM LS 54,000.0000 54,000.00 0.000 0.00 S) 62 200 MM CONDUIT (DIRECTIONAL BORE) M 420.0000 17,640.00 0.000 0.00 63 EXTEND 200 MM CONDUIT M 470.0000 2,350.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE M3 40.0000 176,000.00 709.700 28,388.00 709.700 28,388.00 65 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 600.00 0.000 0.00 66 ASPHALT CONCRETE (TYPE A) TONN 85.0000 129,200.00 0.000 0.00 67 ASPHALT CONCRETE BASE (TYPE A) TONN 67.0000 147,400.00 901.180 60,379.06 68 PLACE ASPHALT CONCRETE DIKE M 11.0000 4,840.00 0.000 0.00 69 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 12.0000 1,560.00 0.000 0.00 AREA) 70 CONCRETE PAVEMENT M3 201.0000 349,740.00 679.855 136,650.86 679.855 136,650.86 71 SEAL PAVEMENT JOINT M 16.0000 7,520.00 0.000 0.00 72 FURNISH PILING (CLASS 625) (ALT Y) M 30.0000 7,380.00 0.000 0.00 73 DRIVE PILE (CLASS 625) (ALT Y) EA 3,400.0000 47,600.00 0.000 0.00 S) 74 2.1 M PERMANENT STEEL CASING M 1,800.0000 36,000.00 0.000 0.00 S) 75 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 70,000.00 0.000 0.00 S) PILING 76 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 150,500.00 0.000 0.00 S) PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 4 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PRESTRESSING CAST-IN-PLACE CONCRETE LS 26,000.0000 26,000.00 0.000 0.00 S) 78 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 9,000.00 0.000 0.00 F) 79 STRUCTURAL CONCRETE, BRIDGE M3 1,020.0000 377,400.00 0.000 0.00 F) 80 STRUCTURAL CONCRETE, RETAINING WALL M3 400.0000 90,000.00 0.000 0.00 F) 81 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 2,800.00 0.000 0.00 F) (TYPE EQ) 82 CLASS 2 CONCRETE (RETAINING WALL) M3 330.0000 524,700.00 206.000 67,980.00 83 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 32,000.00 0.675 675.00 F) 84 ANTI-GRAFFITI COATING M2 10.0000 17,300.00 0.000 0.00 85 COBBLESTONE TEXTURE M2 24.0000 33,600.00 0.000 0.00 86 RIPPED TEXTURE (ROPE) M2 85.0000 12,750.00 0.000 0.00 F) 87 DRILL AND BOND DOWEL M 85.0000 9,350.00 0.000 0.00 88 JOINT SEAL (MR 30 MM) M 310.0000 1,550.00 0.000 0.00 S) 89 JOINT SEAL (MR 50 MM) M 310.0000 2,170.00 0.000 0.00 S) 90 BAR REINFORCING STEEL (BRIDGE) KG 1.1500 102,925.00 0.000 0.00 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 153,004.00 7,761.000 15,522.00 14,023.000 28,046.00 SF) 92 FURNISH SIGN STRUCTURE (TUBULAR) KG 5.0000 148,000.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 29,500.00 0.000 0.00 SF) 94 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 6.0000 28,740.00 0.000 0.00 SF) 95 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 4,790.00 0.000 0.00 SF) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 5.0000 400.00 0.000 0.00 SF) 97 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 4.000 4,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 98 1070 MM CAST-IN-DRILLED-HOLE M 1,200.0000 40,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 99 METAL (BARRIER MOUNTED SIGN) KG 50.0000 5,000.00 0.000 0.00 00 ROADSIDE SIGN - ONE POST EA 275.0000 2,750.00 0.000 0.00 01 ROADSIDE SIGN - TWO POST EA 400.0000 1,600.00 2.000 800.00 02 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 1,040.00 0.000 0.00 METHOD) 03 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 10,625.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 200.00 0.000 0.00 EXISTING POST 05 PREPARE AND STAIN CONCRETE M2 27.0000 37,800.00 0.000 0.00 06 450 MM REINFORCED CONCRETE PIPE M 140.0000 16,800.00 0.000 0.00 07 600 MM REINFORCED CONCRETE PIPE M 410.0000 20,500.00 1.300 533.00 08 900 MM REINFORCED CONCRETE PIPE M 420.0000 1,680.00 0.000 0.00 09 300 MM BITUMINOUS COATED CORRUGATED M 310.0000 3,100.00 0.000 0.00 STEEL PIPE DOWNDRAIN 10 600 MM BITUMINOUS COATED CORRUGATED M 375.0000 3,750.00 0.000 0.00 STEEL PIPE DOWNDRAIN 11 GRATED LINE DRAIN M 220.0000 15,400.00 0.000 0.00 12 ROCK SLOPE PROTECTION M3 180.0000 1,800.00 0.000 0.00 (FACING, METHOD B) 13 MINOR CONCRETE (CURB) M3 700.0000 47,600.00 0.000 0.00 14 MINOR CONCRETE (COLORED) M3 600.0000 48,600.00 0.000 0.00 15 MINOR CONCRETE (PATTERNED) M2 23.0000 12,420.00 0.000 0.00 16 MISCELLANEOUS IRON AND STEEL KG 3.0000 4,890.00 0.000 0.00 SF) 17 MISCELLANEOUS METAL (BRIDGE) KG 9.0000 900.00 0.000 0.00 SF) 18 DELINEATOR (CLASS 1) EA 40.0000 3,200.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 25) M 160.0000 15,680.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 50C) M 210.0000 79,800.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 50E) M 560.0000 14,000.00 0.000 0.00 22 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 6,000.00 0.000 0.00 S) 23 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 6,600.00 0.000 0.00 S) 24 CRASH CUSHION (REACT 9SCBS) EA 46,000.0000 46,000.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 60D) M 160.0000 18,400.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 732A) M 140.0000 41,440.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 736A) M 130.0000 62,400.00 0.000 0.00 28 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 3,150.00 0.000 0.00 S) 29 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 3,030.00 0.000 0.00 S) 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,770.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 6 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 32 PAINT TRAFFIC STRIPE (2-COAT) M 0.7000 9,030.00 0.000 0.00 S) 33 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 3,450.00 0.000 0.00 S) 34 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 3,930.00 0.000 0.00 S) 35 SIGNAL AND LIGHTING LS 82,000.0000 82,000.00 0.060 4,920.00 0.130 10,660.00 S) 36 LIGHTING AND SIGN ILLUMINATION LS 71,000.0000 71,000.00 0.050 3,550.00 0.240 17,040.00 S) 37 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 6,000.0000 6,000.00 0.000 0.00 S) 38 TRAFFIC MONITORING STATION (COUNT) LS 18,000.0000 18,000.00 0.060 1,080.00 0.310 5,580.00 S) 39 RAMP METERING SYSTEM (LOCATION 1) LS 12,000.0000 12,000.00 0.080 960.00 0.220 2,640.00 S) 40 RAMP METERING SYSTEM (LOCATION 2) LS 49,000.0000 49,000.00 0.090 4,410.00 0.610 29,890.00 S) PROGRAM CAS145 PAGE 7 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-064904 TIME 01:03 PM ESTIMATE NO. 06 BID OPENING 06/26/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/04 R.E. NAME: MORALES, ANGEL DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 135,031.46 864,216.72 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 12,144.12 15,553.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 147,175.58 879,770.14 41 MOBILIZATION LS 537,000.0000 537,000.00 0.750 402,750.00 ORIGINAL CONTRACT AMOUNT 5,889,230.00 TOTAL WORK COMPLETED 147,175.58 1,282,520.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,200.00 -20,200.00 TOTAL 136,975.58 1,262,320.14 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 09/04/03 540 11/03/03 09/19/03 01/19/05 87 37 0 5 21% 28% PROGRESS IS SATISFACTORY MORALES, ANGEL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/04