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 02/26/09 EST. NO.24 TIME 01:09 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 --------------------------------------------------------------------------- 020 0002 -7,367.25 A.C. @ U.P.(-) 021809 N 454059 -7,367.25 TOTAL THIS ESTIMATE 234,754.57 TOTAL PREVIOUS ESTIMATE 227,387.32 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 02/26/09 EST. NO.24 TIME 01:09 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 MISSING PAYROLLS -10,000.00 17 MISSING PAYROLLS 10,000.00 21 0.00 0.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 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 1.000 10,000.00 02 TIME-RELATED OVERHEAD WDAY 3,000.0000 1,500,000.00 22.000 66,000.00 462.000 1,386,000.00 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 0.900 63,000.00 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 3.000 7,500.00 07 CONSTRUCTION AREA SIGNS LS 119,700.0000 119,700.00 0.900 107,730.00 S) 08 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.950 152,000.00 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 7.500 22,500.00 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 7.000 1,750.00 158.000 39,500.00 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 25,920.00 644.830 20,634.56 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 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 47.000 8,460.00 24 REMOVE SIGN STRUCTURE EA 3,300.0000 6,600.00 2.000 6,600.00 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 1.000 1,500.00 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 1.000 58,000.00 37 ROADWAY EXCAVATION (TYPE Y-1) M3 20.0000 582,000.00 27,645.990 552,919.80 (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 -45.800 -8,015.00 1,234.200 215,985.00 F) 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 63,000.00 -308.000 -7,700.00 2,106.200 52,655.00 41 STRUCTURE BACKFILL (BRIDGE) M3 225.0000 148,500.00 660.000 148,500.00 F) 42 STRUCTURE BACKFILL (RETAINING WALL) M3 75.0000 110,250.00 348.000 26,100.00 1,761.000 132,075.00 43 SAND BACKFILL M3 95.0000 6,935.00 0.000 0.00 44 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.650 13,000.00 1.000 20,000.00 S) 45 ROCK BLANKET M2 140.0000 203,000.00 1,470.400 205,856.00 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 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.100 3,105.00 1.000 31,050.00 S) 53 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 1,500.0000 1,500.00 1.000 1,500.00 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 11,711.280 1,171,128.00 /QA)) ((ENGMET)) 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 80.0000 1,600.00 78.850 6,308.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,180.00 334.000 2,004.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 780.00 229.000 1,374.00 62 ASPHALTIC EMULSION (PAINT BINDER) TONN 580.0000 15,080.00 6.690 3,880.20 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 1.000 100,000.00 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 43.200 28,080.00 2,820.000 1,833,000.00 F) 69 STRUCTURAL CONCRETE, RETAINING WALL M3 694.0000 745,356.00 52.280 36,282.32 1,044.280 724,730.32 F) 70 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 68,850.00 51.000 68,850.00 F) (TYPE EQ) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 4,000.0000 80,000.00 20.590 82,360.00 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 48.000 83,040.00 S) 74 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 816,000.00 3,804.000 5,706.00 544,943.440 817,415.16 SF) 75 BAR REINFORCING STEEL (RETAINING WALL) KG 3.9000 135,786.30 33,854.000 132,030.60 SF) 76 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 22.0000 27,720.00 420.000 9,240.00 3,420.000 75,240.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 4 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,920.000 19,200.00 3,420.000 34,200.00 SF)WITH WALKWAY) 78 FURNISH SIGN STRUCTURE (TRUSS) KG 19.0000 150,385.00 7,915.000 150,385.00 F) 79 INSTALL SIGN STRUCTURE (TRUSS) KG 2.4000 18,996.00 7,915.000 18,996.00 SF) 80 FURNISH LAMINATED PANEL SIGN M2 275.0000 14,575.00 24.770 6,811.75 52.460 14,426.50 (25.4 MM-TYPE A) 81 FURNISH LAMINATED PANEL SIGN M2 275.0000 5,225.00 17.280 4,752.00 (25.4 MM-TYPE B) 82 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 2,100.00 0.320 48.00 17.880 2,682.00 (1.6 MM-UNFRAMED) 83 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,430.00 2.700 351.00 27.880 3,624.40 (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 3.000 1,740.00 40.000 23,200.00 87 ROADSIDE SIGN - TWO POST EA 1,500.0000 4,500.00 2.000 3,000.00 5.000 7,500.00 88 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 160.0000 1,280.00 1.000 160.00 15.000 2,400.00 METHOD) 89 300 MM ALTERNATIVE PIPE CULVERT M 385.0000 18,480.00 53.720 20,682.20 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 2.000 1,400.00 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 35.120 16,857.60 99 SLOPE PAVING (CONCRETE) M3 1,000.0000 51,000.00 51.000 51,000.00 F) 00 ROCK SLOPE PROTECTION FABRIC M2 12.0000 1,440.00 123.550 1,482.60 01 MINOR CONCRETE (CURB, SIDEWALK AND M3 460.0000 16,560.00 40.000 18,400.00 CURB RAMP) 02 MISCELLANEOUS IRON AND STEEL KG 4.0000 7,320.00 2,081.000 8,324.00 S) 03 DELINEATOR (CLASS 1) EA 60.0000 2,640.00 42.000 2,520.00 42.000 2,520.00 PROGRAM CAS145 PAGE 5 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 11.430 1,200.15 375.690 39,447.45 S) 05 CHAIN LINK RAILING (TYPE 7) M 184.0000 52,256.00 243.000 44,712.00 F) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 311.0000 44,162.00 7.000 2,177.00 142.000 44,162.00 F) 07 TERMINAL SECTION (TYPE B) EA 214.0000 428.00 -3.000 -642.00 0.000 0.00 S) 08 END SECTION EA 564.0000 2,256.00 1.000 564.00 6.000 3,384.00 S) 09 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 22,400.00 1.000 2,800.00 10.000 28,000.00 S) 10 CONCRETE BARRIER (TYPE 60D) M 219.0000 7,884.00 36.000 7,884.00 11 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 612.0000 39,168.00 64.000 39,168.00 12 CONCRETE BARRIER (TYPE 732 MODIFIED) M 297.0000 42,174.00 12.000 3,564.00 142.000 42,174.00 F) 13 CONCRETE BARRIER (TYPE 736A) M 180.0000 111,600.00 33.000 5,940.00 618.000 111,240.00 14 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 23,250.00 201.450 15,108.75 S) 15 THERMOPLASTIC TRAFFIC STRIPE M 1.3500 29,700.00 20,355.000 27,479.25 S) (SPRAYABLE) 16 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,620.00 1,960.000 3,920.00 S) 17 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.0000 22,400.00 1,792.000 17,920.00 S) 18 SIGNAL AND LIGHTING (LOCATION 1) LS 140,000.0000 140,000.00 1.000 140,000.00 S) 19 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000.00 S) 20 ELECTRIC SERVICE (IRRIGATION) LS 17,000.0000 17,000.00 1.000 17,000.00 S) 21 MODIFY CLOSED CIRCUIT TELEVISON SYSTEM LS 65,000.0000 65,000.00 1.000 65,000.00 S) 22 MODIFY RAMP METERING SYSTEM AND VEHICLE LS 120,000.0000 120,000.00 1.000 120,000.00 S) DETECTION SYSTEM (LOCATION 1) 23 MODIFY RAMP METERING SYSTEM AND VEHICLE LS 100,000.0000 100,000.00 1.000 100,000.00 S) DETECTION SYSTEM (LOCATION 2) 24 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 1.000 200,000.00 S) 25 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000.00 S) 26 MODIFY TRAFFIC OPERATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 S) 27 MODIFY COMMUNICATION HUB "A" ASSEMBLY LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 6 DATE 02/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-456614 TIME 01:09 PM ESTIMATE NO. 24 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 02/20/09 R.E. NAME: MANASRAH, FATHI DATE OF THIS ESTIMATE 02/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 222,982.22 12,581,708.53 ADJUSTMENT OF COMPENSATION -7,367.25 40,899.32 EXTRA WORK 0.00 186,488.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 215,614.97 12,809,095.85 28 MOBILIZATION LS 560,125.0000 560,125.00 1.000 560,125.00 ORIGINAL CONTRACT AMOUNT 13,333,333.30 TOTAL WORK COMPLETED 215,614.97 13,369,220.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 215,614.97 13,364,220.85 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 10/20/09 472 14 2 10 96% 92% PROGRESS IS SATISFACTORY MANASRAH, FATHI RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 02/26/09