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 06/19/08 EST. NO.16 TIME 02:47 PM R.E. NAME: MANASRAH, FATHI 08-456614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0011 1,617.34 E.W. @ F.A.(+) 042908 N 0206.0 0012 69.46 042908 N 0206.1 023 0001 5,721.25 E.W. @ F.A.(+) 042908 N 0200.0 0002 17,205.53 042908 N 0201.0 24,613.58 TOTAL THIS ESTIMATE 137,993.96 TOTAL PREVIOUS ESTIMATE 162,607.54 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 06/19/08 EST. NO.16 TIME 02:47 PM R.E. NAME: MANASRAH, FATHI 08-456614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ELECT. INSPECTION -5,000.00 10 0.00 -5,000.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -5,000.00 05 MISSING DOCUMENTS 5,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 LOCATION PROGRESS ESTIMATE 08-RIV-91-R0.6/R1.2 ----------------- SEMA CONSTRUCTION, INC. IN RIVERSIDE COUNTY NEAR CORONA 6 ORCHARD SUITE 150 FROM 1.0 KM EAST OF ORANGE AND LAKE FOREST, CA 92630 RIVERSIDE COUNTY LINE TO 1.4 KM WEST OF ROUTE 91 AND 71 SEPARATION FED. AID NO. HP21-6054(49) ,LN-6054(49) REPLACE EXISTING BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.020 200.00 0.880 8,800.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,500,000.00 22.000 66,000.00 299.000 897,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 70,000.0000 70,000.00 0.040 2,800.00 0.640 44,800.00 05 TEMPORARY SILT FENCE M 10.0000 8,800.00 808.000 8,080.00 06 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 1.000 2,500.00 07 CONSTRUCTION AREA SIGNS LS 119,700.0000 119,700.00 0.020 2,394.00 0.780 93,366.00 S) 08 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.020 3,200.00 0.820 131,200.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 80.0000 10,400.00 75.010 6,000.80 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.5000 47,750.00 28,209.000 70,522.50 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 4,750.00 63.000 3,150.00 S) 12 FLASHING BEACON (PORTABLE) EA 2,000.0000 8,000.00 4.000 8,000.00 S) 13 TEMPORARY PAVEMENT MARKER EA 7.0000 26,460.00 1,748.000 12,236.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 24,000.00 0.300 900.00 4.700 14,100.00 S) 15 TEMPORARY RAILING (TYPE K) M 22.0000 128,700.00 5,244.000 115,368.00 16 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 151.000 37,750.00 S) 17 TEMPORARY TRAFFIC SCREEN M 3.5000 20,475.00 1,186.800 4,153.80 S) 18 ABANDON CULVERT M 25.0000 7,250.00 281.000 7,025.00 19 REMOVE METAL BEAM GUARD RAILING M 32.0000 25,920.00 595.300 19,049.60 S) 20 REMOVE TRAFFIC STRIPE M 2.7500 71,225.00 13,955.500 38,377.63 S) 21 REMOVE PAVEMENT MARKING M2 37.0000 5,550.00 10.500 388.50 S) 22 REMOVE PAVEMENT MARKER EA 2.2000 7,986.00 2,892.000 6,362.40 S) PROGRAM CAS145 PAGE 2 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 180.0000 8,820.00 21.000 3,780.00 24 REMOVE SIGN STRUCTURE EA 3,300.0000 6,600.00 0.000 0.00 25 REMOVE BRIDGE MOUNTED SIGN EA 2,500.0000 5,000.00 2.000 5,000.00 26 REMOVE ASPHALT CONCRETE DIKE M 12.0000 8,160.00 695.000 8,340.00 27 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 28 REMOVE HEADWALL EA 1,500.0000 4,500.00 3.000 4,500.00 29 RESET MILEPOST MARKER EA 55.0000 55.00 0.000 0.00 30 RELOCATE ROADSIDE SIGN EA 325.0000 325.00 0.000 0.00 31 RELOCATE BARRIER MOUNTED SIGN EA 550.0000 550.00 0.000 0.00 32 ADJUST FRAME AND GRATE TO GRADE EA 1,500.0000 4,500.00 0.000 0.00 33 REMOVE GRATE AND CAP DRAINAGE INLET EA 1,000.0000 7,000.00 8.000 8,000.00 34 BRIDGE REMOVAL LS 115,000.0000 115,000.00 1.000 115,000.00 35 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000.00 36 DEVELOP WATER SUPPLY LS 58,000.0000 58,000.00 0.020 1,160.00 0.890 51,620.00 37 ROADWAY EXCAVATION (TYPE Y-1) M3 20.0000 582,000.00 26,795.990 535,919.80 (AERIALLY DEPOSITED LEAD) 38 LEAD COMPLIANCE PLAN LS 5,500.0000 5,500.00 1.000 5,500.00 39 STRUCTURE EXCAVATION (BRIDGE) M3 175.0000 224,000.00 1,280.000 224,000.00 F) 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 63,000.00 2,414.200 60,355.00 41 STRUCTURE BACKFILL (BRIDGE) M3 225.0000 148,500.00 74.000 16,650.00 586.000 131,850.00 F) 42 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 110,250.00 1,413.000 105,975.00 43 SAND BACKFILL M3 95.0000 6,935.00 0.000 0.00 44 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 S) 45 ROCK BLANKET M2 140.0000 203,000.00 0.000 0.00 S) 46 FIBER (EROSION CONTROL) KG 1.4500 3,219.00 592.000 858.40 S) 47 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 S) 48 PURE LIVE SEED (EROSION CONTROL) KG 245.0000 7,105.00 7.700 1,886.50 S) 49 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 2,490.00 221.000 663.00 S) PROGRAM CAS145 PAGE 3 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLANT (GROUP W) EA 8.0000 744.00 0.000 0.00 S) 51 PLANT ESTABLISHMENT WORK LS 19,000.0000 19,000.00 0.000 0.00 S) 52 IRRIGATION SYSTEM LS 31,050.0000 31,050.00 0.000 0.00 S) 53 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,500.0000 1,500.00 0.000 0.00 S) (DOUBLE) 54 WATER METER EA 28,830.0000 28,830.00 0.000 0.00 S) 55 300 MM CORRUGATED STEEL PIPE CONDUIT M 220.0000 8,360.00 41.600 9,152.00 S) (1.63 MM THICK) 56 CLASS 2 AGGREGATE SUBBASE M3 42.0000 275,100.00 5,939.210 249,446.82 57 CLASS 2 AGGREGATE BASE M3 42.0000 289,380.00 6,502.729 273,114.62 58 ASPHALT CONCRETE ((USE W/ QC TONN 100.0000 1,020,000.00 9,218.720 921,872.00 /QA)) ((ENGMET)) 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 1,600.00 0.000 0.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,180.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 780.00 0.000 0.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 580.0000 15,080.00 3.380 1,960.40 63 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 331.0000 758,983.00 2,292.600 758,850.60 S) PILING 64 FURNISH PILING (CLASS 625) M 22.0000 16,852.00 751.260 16,527.72 (ALTERNATIVE X) 65 DRIVE PILE (CLASS 625)(ALTERNATIVE X) EA 3,800.0000 190,000.00 50.000 190,000.00 S) 66 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.500 50,000.00 S) 67 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 390.0000 140,400.00 360.000 140,400.00 F) 68 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 1,833,000.00 1,617.000 1,051,050.00 F) 69 STRUCTURAL CONCRETE, RETAINING WALL M3 694.0000 745,356.00 992.000 688,448.00 F) 70 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 68,850.00 24.500 33,075.00 F) (TYPE EQ) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 4,000.0000 80,000.00 14.680 58,720.00 72 CONCRETE (RAPID SETTING) M3 575.0000 195,500.00 327.340 188,220.50 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 1,730.0000 100,340.00 28.000 48,440.00 28.000 48,440.00 S) 74 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 816,000.00 339,558.000 509,337.00 SF) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 3.9000 135,786.30 33,853.500 132,028.65 SF) 76 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 22.0000 27,720.00 0.000 0.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 4 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 12,600.00 0.000 0.00 SF)WITH WALKWAY) 78 FURNISH SIGN STRUCTURE (TRUSS) KG 19.0000 150,385.00 0.000 0.00 F) 79 INSTALL SIGN STRUCTURE (TRUSS) KG 2.4000 18,996.00 0.000 0.00 SF) 80 FURNISH LAMINATED PANEL SIGN M2 275.0000 14,575.00 0.000 0.00 (25.4 MM-TYPE A) 81 FURNISH LAMINATED PANEL SIGN M2 275.0000 5,225.00 0.000 0.00 (25.4 MM-TYPE B) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 0.000 0.00 (1.6 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,430.00 0.000 0.00 (2.0 MM-UNFRAMED) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 1,710.00 0.000 0.00 (1.6 MM-FRAMED) 85 1372 MM CAST-IN-DRILLED-HOLE M 3,754.0000 45,048.00 12.000 45,048.00 S) CONCRETE PILE (SIGN FOUNDATION) 86 ROADSIDE SIGN - ONE POST EA 580.0000 23,200.00 0.000 0.00 87 ROADSIDE SIGN - TWO POST EA 1,500.0000 4,500.00 0.000 0.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 1,280.00 0.000 0.00 METHOD) 89 300 MM ALTERNATIVE PIPE CULVERT M 385.0000 18,480.00 0.000 0.00 90 450 MM ALTERNATIVE PIPE CULVERT M 285.0000 39,900.00 142.040 40,481.40 91 600 MM ALTERNATIVE PIPE CULVERT M 310.0000 77,500.00 309.440 95,926.40 92 750 MM ALTERNATIVE PIPE CULVERT M 635.0000 14,605.00 22.250 14,128.75 93 900 MM ALTERNATIVE PIPE CULVERT M 920.0000 14,720.00 15.850 14,582.00 94 1200 MM ALTERNATIVE PIPE CULVERT M 2,400.0000 12,000.00 5.000 12,000.00 95 DRAINAGE INLET MARKER EA 100.0000 400.00 0.000 0.00 96 300 MM STEEL FLARED END SECTION EA 700.0000 1,400.00 0.000 0.00 97 450 MM ALTERNATIVE PIPE RISER M 780.0000 3,120.00 3.410 2,659.80 98 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 480.0000 15,360.00 28.620 13,737.60 99 SLOPE PAVING (CONCRETE) M3 1,000.0000 51,000.00 0.000 0.00 F) 00 ROCK SLOPE PROTECTION FABRIC M2 12.0000 1,440.00 100.200 1,202.40 01 MINOR CONCRETE (CURB, SIDEWALK AND M3 460.0000 16,560.00 29.440 13,542.40 CURB RAMP) 02 MISCELLANEOUS IRON AND STEEL KG 4.0000 7,320.00 1,136.000 4,544.00 S) 03 DELINEATOR (CLASS 1) EA 60.0000 2,640.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 METAL BEAM GUARD RAILING (WOOD POST) M 105.0000 32,550.00 201.530 21,160.65 S) 05 CHAIN LINK RAILING (TYPE 7) M 184.0000 52,256.00 106.000 19,504.00 F) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 311.0000 44,162.00 0.000 0.00 F) 07 TERMINAL SECTION (TYPE B) EA 214.0000 428.00 0.000 0.00 S) 08 END SECTION EA 564.0000 2,256.00 3.000 1,692.00 S) 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 22,400.00 4.000 11,200.00 S) 10 CONCRETE BARRIER (TYPE 60D) M 219.0000 7,884.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 612.0000 39,168.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 732 MODIFIED) M 297.0000 42,174.00 130.000 38,610.00 F) 13 CONCRETE BARRIER (TYPE 736A) M 180.0000 111,600.00 585.000 105,300.00 14 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 23,250.00 0.000 0.00 S) 15 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 29,700.00 0.000 0.00 S) (SPRAYABLE) 16 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,620.00 0.000 0.00 S) 17 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 22,400.00 0.000 0.00 S) 18 SIGNAL AND LIGHTING (LOCATION 1) LS 140,000.0000 140,000.00 0.065 9,100.00 0.768 107,520.00 S) 19 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 0.089 13,350.00 0.790 118,500.00 S) 20 ELECTRIC SERVICE (IRRIGATION) LS 17,000.0000 17,000.00 0.110 1,870.00 0.534 9,078.00 S) 21 MODIFY CLOSED CIRCUIT TELEVISON SYSTEM LS 65,000.0000 65,000.00 0.597 38,805.00 S) 22 MODIFY RAMP METERING SYSTEM AND VEHICLE LS 120,000.0000 120,000.00 0.151 18,120.00 0.689 82,680.00 S) DETECTION SYSTEM (LOCATION 1) 23 MODIFY RAMP METERING SYSTEM AND VEHICLE LS 100,000.0000 100,000.00 0.079 7,900.00 0.692 69,200.00 S) DETECTION SYSTEM (LOCATION 2) 24 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.090 18,000.00 0.715 143,000.00 S) 25 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 60,000.0000 60,000.00 0.748 44,880.00 S) 26 MODIFY TRAFFIC OPERATION SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 S) 27 MODIFY COMMUNICATION HUB "A" ASSEMBLY LS 5,000.0000 5,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 02:47 PM ESTIMATE NO. 16 BID OPENING 01/11/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/12/08 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 06/19/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 210,084.00 9,248,103.64 ADJUSTMENT OF COMPENSATION 0.00 5,609.83 EXTRA WORK 24,613.58 156,997.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 234,697.58 9,410,711.18 28 MOBILIZATION LS 560,125.0000 560,125.00 1.000 560,125.00 ORIGINAL CONTRACT AMOUNT 13,333,333.30 TOTAL WORK COMPLETED 234,697.58 9,970,836.18 MATERIALS ON HAND ON SITE 119,218.56 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 234,697.58 10,085,054.74 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 02/27/07 625 03/14/07 03/14/07 04/17/09 303 10 2 10 73% 58% PROGRESS IS SATISFACTORY MANASRAH, FATHI RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 06/19/08