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 02/03/11 EST. NO.30 TIME 11:01 AM R.E. NAME: GHAFOURI, MAHMOUD 12-0E0704 --------------------------------------------------------------------------- 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 0063 6,888.20 E.W. @ F.A.(+) 102810 N 0252.0 005 0041 611.71 E.W. @ F.A.(+) 060710 N 0215.0 7,499.91 TOTAL THIS ESTIMATE 311,017.01 TOTAL PREVIOUS ESTIMATE 318,516.92 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 02/03/11 EST. NO.30 TIME 11:01 AM R.E. NAME: GHAFOURI, MAHMOUD 12-0E0704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG GRADATION FAILED -1,102.50 12 NON-SUB CEM 4401 -10,000.00 19 NON-SUB CEM 4401 10,000.00 20 NON SUB CEM-4401 -10,000.00 30 -10,000.00 -11,102.50 LABOR COMPLIANCE VIOLATION MARINA LDPE/MOORE EL -10,000.00 04 MARINA,MOORE ELEC 10,000.00 05 CONCO PUMPING -1,000.00 10 INTEGRITY REBAR -1,000.00 10 CONCO PUMPING 1,000.00 11 INTEGRITY 1,000.00 11 MARINA -1,000.00 11 MARINA 1,000.00 12 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -11,102.50 PROGRAM CAS145 PAGE 1 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-5-15.1/16.4 ----------------------- ORTIZ ENETERPRISES IN ORANGE COUNTY IN LAGUNA HILLS 6 CUSHING AND MISSION VIEJO FROM 0.2 MILE IRVINE CA 92618 SOUTH OF OSO PARKWAY OVERCROSSING TO 0.7 MILE NORTH OF OSO PARKWAY OVERCROSSING FED. AID NO. N O N E WIDEN FREEWAY AND OVERHEAD ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 520.0000 286,000.00 31.000 16,120.00 842.000 437,840.00 03 CONSTRUCTION SITE MANAGEMENT LS 20,000.0000 20,000.00 0.998 19,960.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 S) PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.0000 28,000.00 14,061.000 28,122.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,600.0000 3,200.00 3.000 4,800.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,300.0000 6,600.00 2.000 6,600.00 08 TEMPORARY CHECK DAM LF 5.0000 4,500.00 890.000 4,450.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 6,000.00 15.000 6,000.00 10 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 8,900.00 8,900.000 8,900.00 S) (BONDED FIBER MATRIX) 11 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000.00 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.950 28,500.00 S) 13 TRAFFIC CONTROL SYSTEM LS 50,000.0000 50,000.00 0.974 48,700.00 S) 14 TYPE III BARRICADE EA 250.0000 1,500.00 6.000 1,500.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 4,700.00 0.000 0.00 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 12,000.00 5,340.000 2,670.00 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,500.00 129.000 6,450.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 19 TEMPORARY RAILING (TYPE K) LF 10.0000 110,000.00 10,920.000 109,200.00 20 TEMPORARY CRASH CUSHION MODULE EA 150.0000 25,500.00 172.000 25,800.00 21 TEMPORARY TRAFFIC SCREEN LF 2.5000 19,400.00 5,890.000 14,725.00 22 ABANDON CULVERT LF 23.0000 37,030.00 1,264.000 29,072.00 PROGRAM CAS145 PAGE 2 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON INLET EA 500.0000 5,000.00 10.000 5,000.00 24 REMOVE WOOD FENCE LF 21.0000 630.00 32.000 672.00 25 REMOVE CHAIN LINK FENCE LF 8.0000 640.00 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,350.00 1,429.500 7,147.50 S) 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4000 6,960.00 13,152.000 5,260.80 S) STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 18,760.00 29,887.000 11,954.80 S) 29 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 2,920.00 0.000 0.00 S) 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 18,960.00 12,773.000 5,109.20 S) 31 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,500.00 1,317.000 2,634.00 S) 32 REMOVE PAVEMENT MARKER EA 1.0000 33,400.00 4,266.000 4,266.00 S) 33 REMOVE ROADSIDE SIGN (WOOD POST) EA 125.0000 3,250.00 25.000 3,125.00 34 REMOVE ROADSIDE SIGN EA 75.0000 525.00 7.000 525.00 (STRAP AND SADDLE BRACKET METHOD) 35 REMOVE SIGN STRUCTURE EA 2,500.0000 2,500.00 1.000 2,500.00 S) 36 REMOVE OVERSIDE DRAIN EA 2,400.0000 2,400.00 1.000 2,400.00 37 REMOVE PIPE LF 50.0000 6,500.00 112.000 5,600.00 38 REMOVE INLET EA 800.0000 1,600.00 2.000 1,600.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 52,200.00 18,403.250 55,209.75 S) 40 REMOVE CONCRETE CY 125.0000 5,250.00 20.220 2,527.50 41 CLEAN BRIDGE DECK SQFT 1.5000 2,475.00 0.000 0.00 42 BRIDGE REMOVAL (PORTION) LS 45,500.0000 45,500.00 0.000 0.00 43 CLEARING AND GRUBBING LS 396,000.0000 396,000.00 1.000 396,000.00 44 ROADWAY EXCAVATION CY 13.0000 296,400.00 29,851.000 388,063.00 45 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 46 STRUCTURE EXCAVATION (BRIDGE) CY 140.0000 21,420.00 153.000 21,420.00 F) 47 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 59,000.00 246.000 49,200.00 F) 48 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 255,050.00 10,532.000 263,300.00 F) 49 STRUCTURE BACKFILL (BRIDGE) CY 163.0000 43,684.00 96.000 15,648.00 F) PROGRAM CAS145 PAGE 3 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (RETAINING WALL) CY 18.0000 278,208.00 15,155.500 272,799.00 F) 51 SLURRY CEMENT BACKFILL CY 98.0000 11,760.00 89.870 8,807.26 52 HIGHWAY PLANTING LS 35,000.0000 35,000.00 1.000 35,000.00 S) 53 EROSION CONTROL (TYPE D) SQFT 0.1000 8,550.00 81,175.000 8,117.50 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 1,200.00 3.000 1,200.00 S) 55 MAINTAIN EXISTING PLANTED AREAS LS 6,000.0000 6,000.00 1.000 6,000.00 S) 56 PLANT ESTABLISHMENT WORK LS 41,000.0000 41,000.00 0.060 2,460.00 0.660 27,060.00 S) 57 IRRIGATION SYSTEM LS 51,000.0000 51,000.00 1.000 51,000.00 S) 58 EXTEND 10" CONDUIT LF 365.0000 22,630.00 61.000 22,265.00 59 CLASS 2 AGGREGATE SUBBASE CY 18.0000 132,840.00 7,450.330 134,105.94 60 CLASS 2 AGGREGATE BASE CY 60.0000 16,200.00 213.730 12,823.80 61 AGGREGATE BASE (APPROACH SLAB) CY 80.0000 3,840.00 15.000 1,200.00 62 LEAN CONCRETE BASE CY 255.0000 214,200.00 921.750 235,046.25 63 ASPHALT CONCRETE TON 95.0000 1,035,500.00 10,746.800 1,020,946.00 64 ASPHALT CONCRETE BASE (TYPE A) TON 93.0000 929,070.00 10,402.190 967,403.67 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 111.0000 206,460.00 1,691.190 187,722.09 66 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 9.0000 2,160.00 400.000 3,600.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) LF 9.0000 1,260.00 230.000 2,070.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 9.0000 675.00 247.000 2,223.00 69 ASPHALTIC EMULSION (PAINT BINDER) TON 650.0000 50,700.00 70.000 45,500.00 70 CONCRETE PAVEMENT CY 275.0000 365,750.00 1,407.100 386,952.50 71 CONCRETE PAVEMENT (RAMP TERMINI) CY 370.0000 62,900.00 157.000 58,090.00 72 CONCRETE PAVEMENT CY 550.0000 473,000.00 857.000 471,350.00 (RAPID STRENGTH CONCRETE) 73 SEAL PAVEMENT JOINT LF 5.0000 28,400.00 5,680.000 28,400.00 74 SEAL LONGITUDINAL ISOLATION JOINT LF 6.7500 16,065.00 2,380.000 16,065.00 75 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 46.0000 17,618.00 383.000 17,618.00 S) 76 FURNISH PILING (CLASS 140) LF 20.0000 36,260.00 1,015.000 20,300.00 PROGRAM CAS145 PAGE 4 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 140) EA 2,910.0000 104,760.00 28.000 81,480.00 S) 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 65,000.0000 65,000.00 0.000 0.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 230.0000 25,760.00 94.400 21,712.00 F) 80 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 572,400.00 257.000 154,200.00 F) 81 STRUCTURAL CONCRETE, RETAINING WALL CY 315.0000 1,215,270.00 3,826.000 1,205,190.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB CY 605.0000 54,450.00 0.000 0.00 F) (TYPE N) 83 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 384,800.00 456.530 365,224.00 (TYPE R) 84 MINOR CONCRETE (MINOR STRUCTURE) CY 2,430.0000 41,310.00 25.700 62,451.00 F) 85 DRILL AND BOND DOWEL LF 10.0000 3,050.00 305.000 3,050.00 86 REFINISH BRIDGE DECK SQFT 26.0000 5,278.00 0.000 0.00 87 JOINT SEAL (MR 1 1/2") LF 115.0000 9,315.00 0.000 0.00 S) 88 JOINT SEAL (MR 2") LF 125.0000 20,500.00 0.000 0.00 S) 89 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 290,868.50 81,875.000 106,437.50 SF) 90 BAR REINFORCING STEEL (RETAINING WALL) LB 1.3500 655,194.15 485,329.000 655,194.15 SF) 91 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.9000 70,560.00 14,400.000 70,560.00 F) 92 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 14,400.00 15,962.000 15,962.00 SF) 93 FURNISH SIGN STRUCTURE (TRUSS) LB 5.3000 238,500.00 45,000.000 238,500.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 13,500.00 45,000.000 13,500.00 SF) 95 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 24.0000 11,040.00 459.000 11,016.00 96 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,168.00 73.000 1,168.00 (0.063"-UNFRAMED) 97 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 2,040.00 120.000 2,040.00 (0.080"-UNFRAMED) 98 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 893.00 47.000 893.00 (0.063"-FRAMED) 99 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,400.00 120.000 2,400.00 (0.080"-FRAMED) 00 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 19,500.00 39.000 19,500.00 S) (SIGN FOUNDATION) 01 METAL (BARRIER MOUNTED SIGN) LB 6.5000 11,895.00 1,830.000 11,895.00 02 ROADSIDE SIGN - ONE POST EA 485.0000 8,730.00 15.000 7,275.00 03 ROADSIDE SIGN - TWO POST EA 1,300.0000 6,500.00 3.000 3,900.00 PROGRAM CAS145 PAGE 5 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 2,250.00 15.000 2,250.00 METHOD) 05 18" ALTERNATIVE PIPE CULVERT LF 125.0000 20,000.00 211.700 26,462.50 06 24" ALTERNATIVE PIPE CULVERT LF 110.0000 24,200.00 211.000 23,210.00 07 18" CORRUGATED STEEL PIPE (.079" THICK) LF 125.0000 9,875.00 74.000 9,250.00 08 GRATED LINE DRAIN LF 190.0000 13,110.00 54.000 10,260.00 09 WELDED STEEL PIPE CASING (BRIDGE) LF 690.0000 52,440.00 0.000 0.00 10 18" STEEL FLARED END SECTION EA 2,200.0000 2,200.00 1.000 2,200.00 11 36" PRECAST CONCRETE PIPE MANHOLE LF 700.0000 2,800.00 4.000 2,800.00 12 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 260.0000 1,300.00 4.000 1,040.00 13 ROCK SLOPE PROTECTION CY 520.0000 1,144.00 2.200 1,144.00 (BACKING NO. 3, METHOD B) 14 SLOPE PAVING (CONCRETE) CY 340.0000 68,680.00 0.000 0.00 15 ROCK SLOPE PROTECTION FABRIC SQYD 13.0000 273.00 16.000 208.00 16 MINOR CONCRETE (MISCELLANEOUS CY 380.0000 14,440.00 43.860 16,666.80 CONSTRUCTION) 17 MINOR CONCRETE (PATTERNED) CY 375.0000 45,000.00 117.100 43,912.50 18 CURB RAMP DETECTABLE WARNING SURFACE SQFT 65.0000 2,340.00 48.000 3,120.00 19 MISCELLANEOUS IRON AND STEEL LB 3.0000 9,459.00 3,805.690 11,417.07 SF) 20 CHAIN LINK FENCE (TYPE CL-6) LF 33.0000 2,640.00 0.000 0.00 S) 21 DELINEATOR (CLASS 1) EA 50.0000 7,500.00 98.000 4,900.00 22 OBJECT MARKER (TYPE K) EA 100.0000 100.00 1.000 100.00 23 METAL BEAM GUARD RAILING (WOOD POST) LF 22.5000 79,875.00 3,692.770 83,087.33 S) 24 VEGETATION CONTROL (MINOR CONCRETE) SQYD 45.0000 5,850.00 0.000 0.00 25 CHAIN LINK RAILING (TYPE 7) LF 65.0000 16,770.00 0.000 0.00 SF) 26 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 49.0000 42,140.00 902.750 44,234.75 S) 27 TRANSITION RAILING (TYPE WB) EA 3,530.0000 10,590.00 3.000 10,590.00 S) 28 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 710.0000 2,840.00 4.000 2,840.00 S) 29 RETURN CAP (TYPE TA) EA 265.0000 265.00 1.000 265.00 S) 30 END ANCHOR ASSEMBLY (TYPE CA) EA 915.0000 915.00 1.000 915.00 S) PROGRAM CAS145 PAGE 6 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,700.0000 14,800.00 4.000 14,800.00 S) 32 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 S) 33 CRASH CUSHION (TYPE CAT) EA 10,400.0000 20,800.00 3.000 31,200.00 S) 34 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 2.000 2,000.00 S) 35 CONCRETE BARRIER (TYPE 736) LF 75.0000 19,350.00 0.000 0.00 F) 36 CONCRETE BARRIER (TYPE 736A) LF 52.0000 147,056.00 2,828.000 147,056.00 F) 37 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 10,140.00 35,763.000 10,728.90 S) 38 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,731.00 4,747.000 3,322.90 S) 39 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 690.00 1,375.000 687.50 S) (BROKEN 12-3) 40 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 12,810.00 2,442.000 7,326.00 S) 41 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 1,264.00 2,505.000 501.00 S) (BROKEN 16 - 8) 42 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,800.00 12,600.000 2,520.00 S) (BROKEN 36-12) 43 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 676.00 3,620.000 724.00 S) (BROKEN 17-7) 44 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 650.00 1,252.000 626.00 S) (BROKEN 36-12) 45 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1000 4,800.00 38,032.000 3,803.20 S) 46 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.0000 3,160.00 818.000 1,636.00 S) 47 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,900.00 2,347.000 2,347.00 S) 48 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 28,000.00 1,941.000 3,882.00 S) 49 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 18,000.0000 18,000.00 1.000 18,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 50 LIGHTING AND SIGN ILLUMINATION LS 142,000.0000 142,000.00 1.000 142,000.00 S) 51 MODIFY RAMP METERING SYSTEM LS 82,000.0000 82,000.00 1.000 82,000.00 S) (LOCATION 1) 52 MODIFY RAMP METERING SYSTEM LS 77,000.0000 77,000.00 1.000 77,000.00 S) (LOCATION 2) 53 MODIFY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 1.000 16,000.00 S) (LOCATION 3) 54 COMMUNICATION SYSTEM LS 162,000.0000 162,000.00 1.000 162,000.00 S) 55 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 1.000 96,000.00 S) 56 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 86,000.0000 86,000.00 0.790 67,940.00 S) 57 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 62,000.0000 62,000.00 0.640 39,680.00 S) PROGRAM CAS145 PAGE 7 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 8,300.0000 8,300.00 1.000 8,300.00 S) PROGRAM CAS145 PAGE 8 DATE 02/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0704 TIME 11:01 AM ESTIMATE NO. 30 BID OPENING 07/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/11 R.E. NAME: GHAFOURI, MAHMOUD DATE OF THIS ESTIMATE 02/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,580.00 10,456,867.66 ADJUSTMENT OF COMPENSATION 0.00 -172,898.51 EXTRA WORK 7,499.91 491,415.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 26,079.91 10,775,384.58 59 MOBILIZATION LS 1260,000.0000 1,260,000.00 1.000 1,260,000.00 ORIGINAL CONTRACT AMOUNT 12,675,454.65 TOTAL WORK COMPLETED 26,079.91 12,035,384.58 MATERIALS ON HAND ON SITE 198,283.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -11,102.50 TOTAL 16,079.91 12,222,566.00 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 07/29/08 915 09/22/08 09/22/08 03/31/11 837 147 140 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY GHAFOURI, MAHMOUD RESIDENT ENGINEER PROGRAM CAS145 DATE 02/03/11