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 01/26/10 EST. NO.04 TIME 07:15 AM R.E. NAME: GAYON, ALBERTO 11-081644 --------------------------------------------------------------------------- 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 0009 660.00 E.W. @ F.A.(+) 100809 N 0023.0 002 0001 382.32 E.W. @ F.A.(+) 120709 N 0015.0 0002 148.13 121009 N 0020.0 003 0001 1,237.41 E.W. @ F.A.(+) 111909 N 0004.0 006 0001 4,139.18 A.C. @ U.P.(+) 012010 N 001 0 6,567.04 TOTAL THIS ESTIMATE 4,267.86 TOTAL PREVIOUS ESTIMATE 10,834.90 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 01/26/10 EST. NO.04 TIME 07:15 AM R.E. NAME: GAYON, ALBERTO 11-081644 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -5,000.00 03 PRTL PRS RECD OCT 9,000.00 04 PRTL PRS RECD NOV 4,000.00 04 13,000.00 -2,000.00 TOTAL DEDUCTIONS 13,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 LOCATION PROGRESS ESTIMATE 11-SD-805-7.6/9.2 ----------------- SKANSKA USA CIVIL WEST CA IN SAN DIEGO COUNTY IN CHULA VISTA 1995 AGUA MANSO ROAD AND NATIONAL CITY ON ROUTE 805 FROM RIVERSIDE,CA 92509 0.3 MILE NORTH OF H STREET OVERCROSSING AND VARIOUS LOCATIONS FED. AID NO. SARR-8051(608)E ,A-8051(608)E CONSTRUCT TWO SOUTHBOUND AUX LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.250 750.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 1.000 250.00 03 TIME-RELATED OVERHEAD WDAY 525.0000 115,500.00 15.000 7,875.00 56.000 29,400.00 04 CONSTRUCTION SITE MANAGEMENT LS 15,000.0000 15,000.00 0.068 1,020.00 0.254 3,810.00 05 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.036 162.00 0.608 2,736.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 1.7500 31,150.00 2,147.000 3,757.25 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,750.0000 3,500.00 1.000 1,750.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 5,250.0000 26,250.00 5.000 26,250.00 09 TEMPORARY CHECK DAM LF 6.5000 6,760.00 454.000 2,951.00 10 MOVE-IN/MOVE-OUT EA 400.0000 1,200.00 1.000 400.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 475.0000 4,750.00 9.000 4,275.00 12 STREET SWEEPING LS 27,500.0000 27,500.00 0.250 6,875.00 0.250 6,875.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,550.0000 1,550.00 0.250 387.50 14 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 5,940.00 4,840.000 1,452.00 15 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.400 4,800.00 16 TRAFFIC CONTROL SYSTEM LS 165,000.0000 165,000.00 0.250 41,250.00 17 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.3000 10,530.00 1,199.000 1,558.70 18 TRAFFIC PLASTIC DRUM EA 75.0000 2,250.00 7.000 525.00 19 TEMPORARY PAVEMENT MARKER EA 5.0000 2,150.00 6.000 30.00 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 7,000.0000 28,000.00 1.000 7,000.00 21 TEMPORARY RAILING (TYPE K) LF 12.0000 91,920.00 4,700.000 56,400.00 22 TEMPORARY CRASH CUSHION MODULE EA 250.0000 19,500.00 29.000 7,250.00 PROGRAM CAS145 PAGE 2 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION (ADIEM) EA 1,600.0000 6,400.00 3.000 4,800.00 24 ABANDON CULVERT EA 1,600.0000 3,200.00 0.000 0.00 25 ABANDON IRRIGATION CROSSOVER EA 650.0000 2,600.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING LF 6.0000 16,080.00 2,027.000 12,162.00 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 5,700.00 1,360.000 2,720.00 2,720.000 5,440.00 28 REMOVE TRAFFIC STRIPE LF 0.3500 24,080.00 5,883.000 2,059.05 8,613.000 3,014.55 29 REMOVE PAVEMENT MARKING SQFT 2.7000 4,131.00 209.000 564.30 274.000 739.80 30 REMOVE ROADSIDE SIGN EA 175.0000 1,750.00 2.000 350.00 2.000 350.00 31 REMOVE SIGN STRUCTURE EA 3,250.0000 6,500.00 2.000 6,500.00 2.000 6,500.00 32 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 380.00 0.000 0.00 33 REMOVE PIPE LF 185.0000 3,700.00 0.000 0.00 34 REMOVE INLET EA 1,300.0000 1,300.00 0.000 0.00 35 REMOVE BASE AND SURFACING CY 15.0000 3,300.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 235.0000 1,880.00 0.000 0.00 37 RELOCATE ROADSIDE SIGN EA 235.0000 940.00 1.000 235.00 1.000 235.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 20,874.00 3,403.600 7,147.56 39 REMOVE CONCRETE CURB AND SIDEWALK LF 25.0000 6,750.00 75.000 1,875.00 40 CAP RISER EA 975.0000 1,950.00 0.000 0.00 41 BRIDGE REMOVAL (PORTION) LS 35,000.0000 35,000.00 0.150 5,250.00 1.000 35,000.00 42 JACKING SUPERSTRUCTURE LS 115,000.0000 115,000.00 0.000 0.00 43 CLEARING AND GRUBBING LS 95,000.0000 95,000.00 1.000 95,000.00 44 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.083 1,660.00 0.332 6,640.00 45 ROADWAY EXCAVATION CY 7.0000 61,320.00 2,058.900 14,412.30 4,023.010 28,161.07 46 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 47 STRUCTURE EXCAVATION (BRIDGE) CY 165.0000 65,175.00 395.000 65,175.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 35,650.00 666.000 16,650.00 1,426.000 35,650.00 F) 49 STRUCTURE BACKFILL (BRIDGE) CY 115.0000 29,325.00 96.000 11,040.00 96.000 11,040.00 F) PROGRAM CAS145 PAGE 3 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) CY 39.0000 43,212.00 0.000 0.00 F) 51 PERVIOUS BACKFILL MATERIAL (RETAINING CY 55.0000 13,695.00 0.000 0.00 F) WALL) 52 SAND BACKFILL CY 200.0000 4,200.00 0.000 0.00 53 DITCH EXCAVATION CY 25.0000 125.00 0.000 0.00 54 IMPORTED BORROW CY 4.5000 31,185.00 0.000 0.00 55 EROSION CONTROL (BIOFILTRATION) SQYD 5.0000 2,750.00 0.000 0.00 56 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 1.5000 34,500.00 0.000 0.00 57 CHECK DAM LF 4.0000 3,200.00 0.000 0.00 58 FIBER ROLLS LF 2.0000 35,200.00 0.000 0.00 59 DRAINAGE INLET PROTECTION EA 500.0000 4,500.00 0.000 0.00 60 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,500.00 0.000 0.00 61 IRRIGATION SYSTEM LS 30,000.0000 30,000.00 0.309 9,270.00 62 8" WELDED STEEL PIPE CONDUIT LF 135.0000 8,505.00 0.000 0.00 (.250" THICK) 63 EXTEND 10" CONDUIT LF 95.0000 7,600.00 0.000 0.00 64 CLASS 2 AGGREGATE BASE CY 39.0000 111,930.00 0.000 0.00 65 ASPHALTIC EMULSION (FOG SEAL COAT) TON 975.0000 2,925.00 0.000 0.00 66 HOT MIX ASPHALT (TYPE A) TON 76.0000 517,560.00 2,616.750 198,873.00 2,616.750 198,873.00 67 MINOR HOT MIX ASPHALT TON 60.0000 16,200.00 0.000 0.00 68 DATA CORE LS 2,200.0000 2,200.00 0.000 0.00 69 PLACE HOT MIX ASPHALT DIKE LF 3.5000 5,915.00 0.000 0.00 70 PLACE HOT MIX ASPHALT SQYD 10.0000 12,600.00 0.000 0.00 (MISCELLANEOUS AREA) 71 TACK COAT TON 1,110.0000 3,330.00 0.000 0.00 72 CONCRETE PAVEMENT CY 285.0000 501,600.00 0.000 0.00 73 CONCRETE PAVEMENT (RAPID STRENGTH CY 515.0000 350,200.00 0.000 0.00 CONCRETE) 74 SEAL PAVEMENT JOINT LF 2.3000 19,711.00 0.000 0.00 75 SEAL LONGITUDINAL ISOLATION JOINT LF 8.5000 28,645.00 765.300 6,505.05 765.300 6,505.05 76 GRIND EXISTING CONCRETE SQYD 7.0000 31,290.00 0.000 0.00 PAVEMENT PROGRAM CAS145 PAGE 4 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH STEEL PILING (HP 12 X 84) LF 36.0000 131,796.00 3,681.000 132,516.00 78 DRIVE STEEL PILE (HP 12 X 84) EA 1,135.0000 108,960.00 74.000 83,990.00 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 44,000.0000 44,000.00 0.000 0.00 80 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 340.0000 56,100.00 131.000 44,540.00 165.000 56,100.00 F) 81 STRUCTURAL CONCRETE, BRIDGE CY 685.0000 623,350.00 25.000 17,125.00 25.000 17,125.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 34,500.00 0.000 0.00 F) (TYPE N MODIFIED) 83 CLASS 4 CONCRETE (BACKFILL) CY 175.0000 1,400.00 0.000 0.00 F) 84 CLASS 1 CONCRETE (RETAINING WALL) CY 450.0000 266,850.00 140.500 63,225.00 258.500 116,325.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 90,200.00 0.940 2,068.00 0.940 2,068.00 F) 86 FRACTURED RIB TEXTURE SQFT 15.0000 57,645.00 0.000 0.00 F) 87 JOINT SEAL (MR 2") LF 210.0000 17,430.00 0.000 0.00 88 BAR REINFORCING STEEL (BRIDGE) LB 0.5000 173,200.00 50,268.000 25,134.00 61,224.000 30,612.00 F) 89 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 69,994.00 18,195.000 18,195.00 30,548.000 30,548.00 F) 90 FURNISH SIGN STRUCTURE (TRUSS) LB 5.4000 237,006.00 0.000 0.00 F) 91 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,167.00 0.000 0.00 F) 92 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 16.5000 6,930.00 0.000 0.00 93 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 2,640.00 0.000 0.00 (0.063"-UNFRAMED) 94 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 0.000 0.00 (0.080"-UNFRAMED) 95 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 1,960.00 0.000 0.00 (0.063"-FRAMED) 96 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,800.00 0.000 0.00 (0.080"-FRAMED) 97 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,400.0000 70,000.00 0.000 0.00 (SIGN FOUNDATION) 98 ROADSIDE SIGN - ONE POST EA 350.0000 2,450.00 0.000 0.00 99 ROADSIDE SIGN - TWO POST EA 725.0000 2,900.00 0.000 0.00 00 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,430.00 0.000 0.00 METHOD) 01 INSTALL ROADSIDE SIGN PANEL ON EA 165.0000 1,650.00 0.000 0.00 EXISTING POST 02 24" ALTERNATIVE PIPE CULVERT LF 67.0000 136,010.00 412.000 27,604.00 412.000 27,604.00 03 18" HIGH SENSITY POLYETHYLENE PIPE LF 130.0000 9,100.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 24" HIGH DENSITY POLYETHYLENE PIPE LF 61.0000 25,620.00 0.000 0.00 05 42" REINFORCED CONCRETE PIPE LF 210.0000 6,300.00 0.000 0.00 06 24" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 07 36" REINFORCED CONCRETE PIPE RISER LF 600.0000 3,000.00 0.000 0.00 08 ROCK SLOPE PROTECTION CY 225.0000 1,125.00 0.000 0.00 (FACING, METHOD B) 09 CONCRETE (SLOPE PROTECTION) CY 350.0000 2,450.00 0.000 0.00 10 SLOPE PAVING (CONCRETE) CY 775.0000 15,500.00 0.000 0.00 F) 11 ROCK SLOPE PROTECTION FABRIC SQYD 19.0000 570.00 0.000 0.00 12 MINOR CONCRETE (TEXTURED PAVING) SQFT 4.0000 22,680.00 0.000 0.00 13 MINOR CONCRETE (CURB, SIDEWALK AND CY 320.0000 32,000.00 0.000 0.00 CURB RAMP) 14 CURB RAMP DETECTABLE WARNING SURFACE SQFT 30.0000 4,200.00 0.000 0.00 15 MISCELLANEOUS IRON AND STEEL LB 4.0000 23,388.00 0.000 0.00 F) 16 DELINEATOR (CLASS 1) EA 35.0000 2,555.00 0.000 0.00 17 GUARD RAILING DELINEATOR EA 15.0000 750.00 0.000 0.00 18 CONCRETE BARRIER MARKER EA 25.0000 1,250.00 0.000 0.00 19 METAL BEAM GUARD RAILING LF 20.0000 21,400.00 0.000 0.00 20 CABLE RAILING LF 140.0000 2,800.00 0.000 0.00 21 TRANSITION RAILING (TYPE WB) EA 4,150.0000 16,600.00 0.000 0.00 22 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,100.0000 2,200.00 0.000 0.00 23 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,850.0000 3,850.00 0.000 0.00 24 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 11,200.00 0.000 0.00 25 CONCRETE BARRIER (TYPE TRANSITION) LF 400.0000 6,000.00 0.000 0.00 26 CONCRETE BARRIER (TYPE 60G MOD) LF 385.0000 11,550.00 0.000 0.00 27 CONCRETE BARRIER ( TYPE 60GE MOD) LF 415.0000 20,750.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60) LF 63.0000 69,930.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60 MOD) LF 365.0000 7,300.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 736) LF 69.0000 25,185.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 736A) LF 65.0000 52,650.00 0.000 0.00 32 CONCRETE BARRIER (TYPE 736B) LF 195.0000 27,300.00 0.000 0.00 33 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 3,354.00 0.000 0.00 34 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 2,550.00 0.000 0.00 (BROKEN 12-3) 35 THERMOPLASTIC PAVEMENT MARKING SQFT 3.7500 10,650.00 0.000 0.00 36 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1400 11,956.00 34,977.000 4,896.78 40,474.000 5,666.36 37 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 5,544.00 1,732.000 2,424.80 1,732.000 2,424.80 38 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.7500 13,490.00 696.000 3,306.00 807.000 3,833.25 39 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 40 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 0.011 1,705.00 41 INDUCTIVE LOOP DETECTOR LS 5,000.0000 5,000.00 0.000 0.00 42 RAMP METERING SYSTEM (LOCATION 1) LS 63,000.0000 63,000.00 0.054 3,402.00 43 RAMP METERING SYSTEM (LOCATION 2) LS 83,000.0000 83,000.00 0.010 830.00 0.010 830.00 44 RAMP METERING SYSTEM (LOCATION 3) LS 69,000.0000 69,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-081644 TIME 07:15 AM ESTIMATE NO. 04 BID OPENING 06/25/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/10 R.E. NAME: GAYON, ALBERTO DATE OF THIS ESTIMATE 01/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 492,349.28 1,255,684.89 ADJUSTMENT OF COMPENSATION 4,139.18 4,139.18 EXTRA WORK 2,427.86 6,695.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 498,916.32 1,266,519.79 45 MOBILIZATION LS 370,000.0000 370,000.00 0.200 74,000.00 0.950 351,500.00 ORIGINAL CONTRACT AMOUNT 6,354,888.00 TOTAL WORK COMPLETED 572,916.32 1,618,019.79 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 13,000.00 -2,000.00 TOTAL 585,916.32 1,616,019.79 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 08/10/09 220 10/05/09 10/05/09 09/13/10 56 15 0 0 25% 25% PROGRESS IS SATISFACTORY GAYON, ALBERTO RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 01/26/10