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 07/26/10 EST. NO.32 TIME 02:18 PM R.E. NAME: ABUGHARBIEH, IMAD 08-452204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 07/26/10 EST. NO.32 TIME 02:18 PM R.E. NAME: ABUGHARBIEH, IMAD 08-452204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 2009 SOLID WASTE RPT -10,000.00 26 2009 SOLID WASTE RPT 10,000.00 28 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -5,000.00 03 MISSING DOCUMENTS 5,000.00 06 MISSING DOCUMENTS -10,000.00 19 DOCUMENTS RECEIVED 10,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 LOCATION PROGRESS ESTIMATE 08-RIV-15-40.0/40.7 ----------------- BEADOR CONSTRUCTION CO. INC. IN RIVERSIDE COUNTY IN CORONA FROM 26320 LESTER CIRCLE 0.5 KM SOUTH OF MAGNOLIA AVENUE CORONA, CA 92883 OVERCROSSING TO 0.6 KM NORTH OF MAGNOLIA AVENUE OVERCROSSING FED. AID NO. STPL-5104(32) ,N-5104(32) CONSTRUCT NEW RAMP AND WIDEN 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 4,000.0000 4,000.00 1.000 4,000.00 02 TIME-RELATED OVERHEAD WDAY 410.0000 192,700.00 470.000 192,700.00 03 TEMPORARY FENCE M 20.0000 3,800.00 218.000 4,360.00 04 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 1.000 8,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 85,000.0000 85,000.00 1.000 85,000.00 06 TEMPORARY EROSION CONTROL M2 0.3000 7,830.00 13,725.000 4,117.50 07 TEMPORARY FIBER ROLL M 7.5000 13,950.00 1,704.070 12,780.53 08 TEMPORARY SILT FENCE M 7.5000 6,000.00 1,214.000 9,105.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 550.0000 1,100.00 2.000 1,100.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,750.0000 11,000.00 5.000 13,750.00 11 TEMPORARY CHECK DAM M 8.0000 560.00 98.000 784.00 12 TEMPORARY DRAINAGE INLET PROTECTION EA 168.0000 3,864.00 14.000 2,352.00 13 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 290,492.5000 290,492.50 1.000 290,492.50 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 40.0000 16,800.00 291.470 11,658.80 S) 16 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1500 19,665.00 21,096.270 24,260.71 S) 17 CHANNELIZER (SURFACE MOUNTED) EA 26.0000 6,500.00 179.000 4,654.00 S) 18 TEMPORARY PAVEMENT MARKER EA 4.7500 7,885.00 2,750.000 13,062.50 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 48.0000 382,560.00 6,895.168 330,968.06 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 54,000.00 225.000 45,000.00 S) 22 TEMPORARY TRAFFIC SCREEN M 12.0000 19,800.00 1,502.400 18,028.80 S) PROGRAM CAS145 PAGE 2 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT M 190.0000 5,510.00 23.500 4,465.00 24 REMOVE FENCE M 21.0000 6,930.00 365.530 7,676.13 S) 25 REMOVE METAL BEAM GUARD RAILING M 24.0000 9,840.00 417.620 10,022.88 S) 26 REMOVE FLARED END SECTION EA 275.0000 550.00 2.000 550.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.3000 4,917.00 849.000 2,801.70 S) STRIPE 28 REMOVE TRAFFIC STRIPE M 1.6500 6,930.00 12,808.500 21,134.03 S) 29 REMOVE PAVEMENT MARKING M2 22.0000 2,860.00 179.820 3,956.04 S) 30 REMOVE PAVEMENT MARKER EA 1.1000 1,606.00 1,460.000 1,606.00 S) 31 REMOVE ROADSIDE SIGN EA 115.0000 2,760.00 24.000 2,760.00 32 REMOVE ROADSIDE SIGN PANEL EA 140.0000 560.00 4.000 560.00 33 REMOVE SIGN STRUCTURE EA 4,500.0000 9,000.00 2.000 9,000.00 34 REMOVE CULVERT M 75.0000 13,500.00 160.369 12,027.68 35 REMOVE INLET EA 1,650.0000 1,650.00 1.000 1,650.00 36 REMOVE CONCRETE DECK SURFACE M2 52.0000 11,076.00 213.000 11,076.00 37 RECONSTRUCT THRIE BEAM BARRIER M 110.0000 13,200.00 120.700 13,277.00 S) 38 RELOCATE ROADSIDE SIGN EA 575.0000 13,225.00 28.000 16,100.00 39 RELOCATE SIGN PANEL EA 3,300.0000 3,300.00 1.000 3,300.00 40 RECONSTRUCT SIGN STRUCTURE LS 22,000.0000 22,000.00 0.000 0.00 S) (BRIDGE MOUNTED) 41 REMOVE CONCRETE (CURB AND GUTTER) M 17.0000 16,490.00 1,041.940 17,712.98 42 REMOVE CONCRETE SIDEWALK M2 11.5000 5,520.00 267.230 3,073.15 43 PREPARE CONCRETE BRIDGE DECK SURFACE M2 31.0000 6,603.00 213.000 6,603.00 44 CAP INLET EA 1,650.0000 9,900.00 5.000 8,250.00 45 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 1.000 100,000.00 46 CLEARING AND GRUBBING LS 18,000.0000 18,000.00 1.000 18,000.00 47 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 48 ROADWAY EXCAVATION M3 11.2500 275,625.00 31,009.949 348,861.93 49 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 PROGRAM CAS145 PAGE 3 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 89.0000 56,159.00 631.000 56,159.00 F) 51 STRUCTURE EXCAVATION (RETAINING WALL) M3 85.0000 82,450.00 970.000 82,450.00 52 STRUCTURE BACKFILL (BRIDGE) M3 75.0000 39,975.00 533.000 39,975.00 F) 53 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 33,150.00 510.000 33,150.00 54 EARTH RETAINING STRUCTURE, LOCATION A M2 540.0000 928,800.00 1,720.000 928,800.00 F) 55 EARTH RETAINING STRUCTURE, LOCATION B M2 540.0000 556,740.00 1,003.300 541,782.00 F) 56 IMPORTED BORROW M3 16.0000 446,400.00 29,529.000 472,464.00 57 HIGHWAY PLANTING LS 110,000.0000 110,000.00 1.000 110,000.00 S) 58 ROCK BLANKET M2 120.0000 541,200.00 4,097.000 491,640.00 59 EROSION CONTROL (BLANKET) M2 5.0000 12,200.00 1,347.000 6,735.00 S) 60 JUTE MESH M2 4.7500 6,650.00 1,802.000 8,559.50 S) 61 TRANSPLANT PALM TREE EA 2,500.0000 25,000.00 0.000 0.00 S) 62 MAINTAIN EXISTING PLANTS LS 26,500.0000 26,500.00 0.045 1,192.50 0.894 23,691.00 S) 63 PLANT ESTABLISHMENT WORK LS 57,500.0000 57,500.00 0.080 4,600.00 0.798 45,885.00 S) 64 MAINTAIN EXISTING IRRIGATION FACILITIES LS 26,500.0000 26,500.00 1.000 26,500.00 S) 65 IRRIGATION SYSTEM LS 142,500.0000 142,500.00 1.000 142,500.00 S) 66 305 MM WATER SUPPLY LINE (BRIDGE) M 750.0000 78,750.00 105.000 78,750.00 67 250 MM CORRUGATED STEEL PIPE CONDUIT M 125.0000 21,250.00 226.500 28,312.50 S) (1.63 MM THICK) 68 CLASS 2 AGGREGATE BASE M3 60.0000 255,000.00 3,616.510 216,990.60 69 ROCK GRAVEL M2 20.0000 50,200.00 2,325.000 46,500.00 70 CEMENT TREATED PERMEABLE BASE M3 200.0000 50,000.00 256.430 51,286.00 71 ASPHALT CONCRETE (TYPE A) TONN 72.0000 975,600.00 13,830.180 995,772.96 72 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 17.0000 14,280.00 330.560 5,619.52 AREA) 73 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 464.00 32.400 259.20 74 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 7.0000 7,350.00 1,010.600 7,074.20 75 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 546.00 48.700 340.90 76 CONCRETE PAVEMENT M3 310.0000 356,500.00 1,223.911 379,412.41 PROGRAM CAS145 PAGE 4 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 11.0000 14,520.00 1,426.900 15,695.90 78 SEAL LONGITUDINAL ISOLATION JOINT M 14.0000 23,520.00 964.000 13,496.00 79 GRIND EXISTING CONCRETE M2 6.6000 19,800.00 3,162.160 20,870.26 S) PAVEMENT 80 762 MM CAST-IN-DRILLED-HOLE CONCRETE M 850.0000 134,300.00 154.000 130,900.00 S) PILING 81 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,000.0000 221,000.00 167.000 167,000.00 S) PILING 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 57,500.0000 57,500.00 1.000 57,500.00 S) 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 630.0000 66,150.00 105.000 66,150.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 900.0000 581,400.00 646.000 581,400.00 F) 85 STRUCTURAL CONCRETE, RETAINING WALL M3 630.0000 88,200.00 142.423 89,726.49 F) 86 STRUCTURAL CONCRETE, BARRIER SLAB M3 375.0000 165,375.00 421.567 158,087.63 F) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 1,850.0000 88,800.00 53.547 99,061.95 F) 88 FRACTURED RIB TEXTURE M2 10.0000 28,050.00 2,778.940 27,789.40 F) 89 DRILL AND BOND DOWEL M 88.0000 6,600.00 15.000 1,320.00 90 FURNISH POLYESTER CONCRETE OVERLAY M3 11,000.0000 26,400.00 2.400 26,400.00 91 PLACE POLYESTER CONCRETE OVERLAY M2 101.0000 18,685.00 185.000 18,685.00 F) 92 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 258,060.00 112,200.000 258,060.00 SF) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 2.8000 16,408.00 5,860.000 16,408.00 SF) 94 BAR REINFORCING STEEL (BARRIER SLAB) KG 3.6000 98,496.00 25,957.500 93,447.00 SF) 95 ASPHALT MEMBRANE WATERPROOFING M2 105.0000 4,410.00 42.000 4,410.00 96 COLUMN CASING KG 6.7500 102,465.00 15,180.000 102,465.00 SF) 97 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 77.0000 15,400.00 200.000 15,400.00 F) WITH WALKWAY) 98 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 19.2500 3,850.00 200.000 3,850.00 SF)WITH WALKWAY) 99 FURNISH SIGN STRUCTURE (TRUSS) KG 18.5000 104,525.00 5,650.000 104,525.00 F) 00 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 5,650.00 5,650.000 5,650.00 SF) 01 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 90.0000 1,530.00 17.000 1,530.00 02 FURNISH LAMINATED PANEL SIGN M2 135.0000 6,480.00 48.000 6,480.00 (25.4 MM-TYPE B) 03 FURNISH SINGLE SHEET ALUMINUM SIGN M2 81.0000 4,536.00 56.420 4,570.02 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 1524 MM CAST-IN-DRILLED-HOLE M 2,200.0000 15,400.00 7.000 15,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 05 ROADSIDE SIGN - ONE POST EA 550.0000 17,600.00 32.000 17,600.00 06 ROADSIDE SIGN - TWO POST EA 800.0000 8,800.00 14.000 11,200.00 07 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 330.0000 5,940.00 18.000 5,940.00 METHOD) 08 INSTALL SIGN OVERLAY M2 2,750.0000 1,650.00 0.570 1,567.50 09 INSTALL FORMED PANEL SIGN (ON FRAME) M2 165.0000 2,805.00 0.000 0.00 10 450 MM REINFORCED CONCRETE PIPE M 440.0000 132,000.00 259.164 114,032.16 11 600 MM REINFORCED CONCRETE PIPE M 600.0000 19,800.00 47.860 28,716.00 12 750 MM REINFORCED CONCRETE PIPE M 640.0000 61,440.00 96.220 61,580.80 13 900 MM REINFORCED CONCRETE PIPE M 730.0000 80,300.00 107.289 78,320.97 14 WATER LINE LS 495,000.0000 495,000.00 1.000 495,000.00 15 450 MM SLOTTED CORRUGATED STEEL PIPE M 435.0000 18,705.00 43.000 18,705.00 (1.63 MM THICK) 16 80 MM PLASTIC PIPE (EDGE DRAIN) M 112.0000 66,080.00 647.800 72,553.60 17 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 125.0000 4,500.00 38.100 4,762.50 18 1200 MM CORRUGATED STEEL PIPE RISER EA 4,400.0000 4,400.00 1.000 4,400.00 (2.77 MM THICK) 19 450 MM CONCRETE FLARED END SECTION EA 1,650.0000 13,200.00 9.000 14,850.00 20 600 MM CONCRETE FLARED END SECTION EA 2,100.0000 6,300.00 3.000 6,300.00 21 ROCK SLOPE PROTECTION (DRAINAGE OUTLET) M3 200.0000 9,000.00 60.000 12,000.00 22 SLOPE PAVING (CONCRETE) M3 800.0000 49,600.00 62.000 49,600.00 F) 23 MINOR CONCRETE (GUTTER LINING) M3 505.0000 90,900.00 0.000 0.00 24 ROCK SLOPE PROTECTION FABRIC M2 5.7500 552.00 111.000 638.25 25 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 110,000.00 287.293 158,011.15 CONSTRUCTION) 26 MISCELLANEOUS IRON AND STEEL KG 4.5000 17,460.00 3,897.000 17,536.50 SF) 27 MISCELLANEOUS METAL (BRIDGE) KG 8.7500 8,242.50 942.000 8,242.50 SF) 28 CHAIN LINK FENCE (TYPE CL-1.8) M 295.0000 1,770.00 3.700 1,091.50 S) 29 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,100.0000 1,100.00 3.000 3,300.00 S) 30 SURVEY MONUMENT (TYPE D) EA 1,525.0000 13,725.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DELINEATOR (CLASS 1) EA 82.5000 6,270.00 48.000 3,960.00 32 METAL BEAM GUARD RAILING M 137.5000 16,500.00 84.800 11,660.00 S) 33 CHAIN LINK RAILING (TYPE 7) M 230.0000 56,120.00 244.000 56,120.00 SF) 34 CONCRETE BARRIER (TYPE K) M 100.0000 71,000.00 708.100 70,810.00 35 DECORATIVE RAILING M 630.0000 244,440.00 368.700 232,281.00 SF) 36 CONCRETE BARRIER (TYPE 26 MODIFIED) M 500.0000 193,000.00 373.700 186,850.00 F) 37 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 18,600.00 5.000 15,500.00 S) 38 CONCRETE BARRIER (TYPE 60D MOD) M 210.0000 13,020.00 62.500 13,125.00 39 CONCRETE BARRIER (TYPE 60) M 175.0000 49,000.00 277.000 48,475.00 40 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 43,400.00 217.000 43,400.00 F) 41 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 16,650.00 384.000 17,280.00 S) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 8,900.00 8,887.000 11,108.75 S) 43 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.3000 3,841.00 1,670.000 3,841.00 S) 44 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 1,887.00 1,434.000 2,437.80 S) (BROKEN 3.66 M - 0.92 M) 45 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 225.00 183.000 274.50 S) (BROKEN 1.83 M - 0.30 M) 46 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 224.00 1,960.000 2,744.00 S) (BROKEN 5.18 M - 2.14 M) 47 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 6,192.00 4,072.000 2,443.20 S) 48 PAINT PAVEMENT MARKING (2-COAT) M2 39.0000 2,223.00 0.000 0.00 S) 49 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 2,409.00 1,149.000 1,263.90 S) 50 PAVEMENT MARKER (REFLECTIVE) EA 3.9000 4,641.00 1,421.000 5,541.90 S) 51 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.1000 1,886.00 130.000 533.00 S) 52 SIGNAL AND LIGHTING LS 285,000.0000 285,000.00 1.000 285,000.00 S) (TEMPORARY LOCATION 3) 53 SIGNAL AND LIGHTING (LOCATION 1) LS 107,500.0000 107,500.00 1.000 107,500.00 S) 54 SIGNAL AND LIGHTING (LOCATION 2) LS 150,000.0000 150,000.00 1.000 150,000.00 S) 55 SIGNAL AND LIGHTING (LOCATION 3) LS 75,000.0000 75,000.00 1.000 75,000.00 S) 56 LIGHTING (CITY STREET) LS 72,500.0000 72,500.00 1.000 72,500.00 S) 57 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000.00 S) PROGRAM CAS145 PAGE 7 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 ELECTRIC SERVICE (IRRIGATION) LS 3,850.0000 3,850.00 1.000 3,850.00 S) 59 EMERGENCY VEHICLE DETECTOR SYSTEM LS 34,000.0000 34,000.00 1.000 34,000.00 S) 60 VEHICLE DETECTION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 S) 61 RAMP METERING SYSTEM LS 120,000.0000 120,000.00 1.000 120,000.00 S) 62 FIBER OPTIC COMMUNICATION SYSTEM LS 185,000.0000 185,000.00 1.000 185,000.00 S) (MODIFY) PROGRAM CAS145 PAGE 8 DATE 07/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-452204 TIME 02:18 PM ESTIMATE NO. 32 BID OPENING 08/23/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: ABUGHARBIEH, IMAD DATE OF THIS ESTIMATE 07/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,792.50 11,872,971.84 ADJUSTMENT OF COMPENSATION 0.00 -28,904.48 EXTRA WORK 0.00 806,374.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,792.50 12,650,442.27 63 MOBILIZATION LS 1106,920.0000 1,106,920.00 1.000 1,106,920.00 ORIGINAL CONTRACT AMOUNT 13,214,300.00 TOTAL WORK COMPLETED 5,792.50 13,757,362.27 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 5,792.50 13,757,362.27 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 12/13/07 720 12/28/07 12/28/07 12/16/10 617 16 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ABUGHARBIEH, IMAD RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 07/26/10