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 07/27/10 EST. NO.17 TIME 10:00 AM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0062 332.59 E.W. @ F.A.(+) 012010 Y 0173.0 0063 803.76 022610 Y 0174.0 0064 951.04 031610 Y 0175.0 0065 731.23 050610 Y 0176.0 0072 136.86 052510 Y 0183.0 0073 1,466.30 060110 Y 0184.0 0074 195.83 060110 Y 0185.0 0075 1,403.12 060110 Y 0186.0 0076 3,215.57 061010 Y 0187.0 021 0003 70,948.95 A.C. @ U.P.(+) 072001 N PIA3 0 80,185.25 TOTAL THIS ESTIMATE 1,061,484.47 TOTAL PREVIOUS ESTIMATE 1,141,669.72 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 07/27/10 EST. NO.17 TIME 10:00 AM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10% SWPPP VIOLATION -322,523.00 04 10% SWPPP VIOLATION 322,523.00 06 2009 SOLID WASTE RPT -10,000.00 12 PEND PCC 4109 HEARNG -36,657.00 13 SOLID WASTE REPORT 10,000.00 15 25% SWPPP VIOLATION -799,070.90 17 -799,070.90 -835,727.90 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 12 0.00 -10,000.00 TOTAL DEDUCTIONS -799,070.90 -845,727.90 PROGRAM CAS145 PAGE 1 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 LOCATION PROGRESS ESTIMATE 08-SBD-15-0.0/3.8 ----------------- SECURITY PAVING COMPANY INC. IN SAN BERNARDINO AND RIVERSIDE P.O. BOX 1489 COUNTIES AT VARIOUS LOCATIONS FROM SUN VALLEY, CA 91353-1489 ROUTE 15/60 SEPARATION TO SEVENTH STREET UNDERCROSSING FED. AID NO. ACIM-151(151)E ,HFL-HIHL(1)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.051 255.00 0.819 4,095.00 02 TIME-RELATED OVERHEAD WDAY 4,900.0000 2,009,000.00 21.000 102,900.00 304.000 1,489,600.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 47,460.00 2,889.000 40,446.00 04 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.051 3,060.00 0.739 44,340.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.020 80.00 0.770 3,080.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.5000 2,090.00 264.000 2,508.00 07 TEMPORARY SILT FENCE M 8.0000 33,920.00 528.000 4,224.00 08 TEMPORARY GRAVEL BAG BERM M 16.5000 32,340.00 557.000 9,190.50 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 24,500.00 2.000 7,000.00 10 TEMPORARY COVER M2 6.0000 12,000.00 112.000 672.00 11 MOVE-IN/MOVE-OUT EA 600.0000 600.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 44,000.00 56.000 11,200.00 13 STREET SWEEPING LS 80,000.0000 80,000.00 0.051 4,080.00 0.683 54,640.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 180,000.0000 180,000.00 0.051 9,180.00 0.739 133,020.00 15 CONSTRUCTION AREA SIGNS LS 105,500.0000 105,500.00 0.015 1,582.50 0.668 70,474.00 16 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 0.051 61,200.00 0.739 886,800.00 17 TYPE II BARRICADE EA 100.0000 200.00 0.000 0.00 18 TYPE III BARRICADE EA 100.0000 1,200.00 18.000 1,800.00 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,850.00 19.000 665.00 541.000 18,935.00 20 FLASHING BEACON (PORTABLE) EA 1,000.0000 18,000.00 20.000 20,000.00 21 TEMPORARY PAVEMENT MARKER EA 3.2000 11,328.00 11,429.000 36,572.80 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 150,000.00 1.000 5,000.00 19.000 95,000.00 PROGRAM CAS145 PAGE 2 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 23.5000 1,165,600.00 884.140 20,777.29 39,884.180 937,278.23 24 TEMPORARY CRASH CUSHION MODULE EA 180.0000 91,800.00 12.000 2,160.00 507.000 91,260.00 25 TEMPORARY TRAFFIC SCREEN M 11.0000 545,600.00 0.000 0.00 26 ABANDON CULVERT M 70.0000 26,600.00 358.440 25,090.80 27 REMOVE METAL BEAM GUARD RAILING M 50.0000 91,000.00 1,820.140 91,007.00 28 REMOVE TRAFFIC STRIPE M 0.9500 210,900.00 99,542.000 94,564.90 29 REMOVE PAVEMENT MARKING M2 16.0000 2,080.00 139.210 2,227.36 30 REMOVE PAVEMENT MARKER EA 0.5300 12,296.00 13,178.000 6,984.34 31 REMOVE ROADSIDE SIGN EA 275.0000 550.00 2.000 550.00 32 REMOVE SIGN STRUCTURE EA 11,000.0000 66,000.00 6.000 66,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 3.6000 43,560.00 1,271.000 4,575.60 7,737.950 27,856.62 34 REMOVE GRATED LINE DRAIN M 350.0000 2,100.00 0.000 0.00 35 REMOVE INLET EA 1,750.0000 17,500.00 9.000 15,750.00 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 2,250.00 0.000 0.00 37 SALVAGE METAL BRIDGE RAILING M 6.0000 12,240.00 55.400 332.40 1,785.900 10,715.40 38 SALVAGE CONCRETE BARRIER (TYPE K) M 9.5000 58,045.00 1,353.650 12,859.68 2,378.040 22,591.38 39 RECONSTRUCT ASPHALT CONCRETE ENTRANCE EA 400.0000 8,000.00 0.000 0.00 TAPER 40 RESET MILEPOST MARKER EA 35.0000 175.00 0.000 0.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4500 372,600.00 11,148.800 38,463.36 65,108.720 224,625.08 42 REMOVE CONCRETE (STRUCTURE) M3 200.0000 1,400.00 0.000 0.00 43 CLEAN BRIDGE DECK M2 2.1200 83,104.00 40,836.400 86,573.17 44 CAP INLET EA 1,300.0000 39,000.00 23.000 29,900.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,500.0000 17,500.00 1.000 17,500.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,700.0000 30,700.00 1.000 30,700.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 43,500.0000 43,500.00 1.000 43,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION D LS 29,700.0000 29,700.00 1.000 29,700.00 49 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,100.0000 37,100.00 1.000 37,100.00 PROGRAM CAS145 PAGE 3 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,700.0000 30,700.00 1.000 30,700.00 51 SALVAGE CRASH CUSHION MODULES EA 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500.00 52 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.051 1,530.00 0.739 22,170.00 53 ROADWAY EXCAVATION M3 28.0000 1,128,400.00 1,321.630 37,005.64 33,149.610 928,189.08 54 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 55 ASBESTOS CONTAINING MATERIALS REMOVAL LS 10,000.0000 10,000.00 1.000 10,000.00 56 ASBESTOS COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 127.0000 77,470.00 610.000 77,470.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 163.0000 81,989.00 503.000 81,989.00 F) 59 SAND BACKFILL M3 145.0000 11,455.00 68.820 9,978.90 60 DITCH EXCAVATION M3 30.0000 35,700.00 0.000 0.00 61 IMPORTED MATERIAL (SHOULDER BACKING) TONN 45.0000 3,195.00 0.000 0.00 62 EROSION CONTROL (TYPE D) HA 8,100.0000 25,920.00 0.000 0.00 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 550.00 0.000 0.00 64 250 MM WELDED STEEL PIPE CONDUIT M 165.0000 10,725.00 0.000 0.00 (6.35 MM THICK) 65 CLASS 2 AGGREGATE BASE M3 33.0000 405,900.00 8,415.800 277,721.40 66 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 47,500.00 196.000 49,000.00 67 ASPHALT CONCRETE (TYPE A) TONN 64.0500 6,071,940.00 9,549.370 611,637.15 86,748.380 5,556,233.74 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 2,610.00 0.000 0.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,125.00 104.560 470.52 70 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.5000 33,165.00 3,097.060 13,936.77 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 16,920.00 1,682.140 7,569.63 72 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 690.0000 131,100.00 6.000 4,140.00 69.410 47,892.90 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 690.0000 213,900.00 6.100 4,209.00 63.660 43,925.40 74 CONCRETE PAVEMENT M3 187.0000 2,954,600.00 14,128.890 2,642,102.43 75 REPLACE CONCRETE PAVEMENT M3 315.0000 11,907,000.00 3,148.459 991,764.59 31,274.258 9,851,391.27 (RAPID STRENGTH CONCRETE) 76 REPLACE CONCRETE PAVEMENT M2 418.0000 4,598,000.00 4,081.330 1,705,995.94 10,533.190 4,402,873.42 (PRECAST CONCRETE) PROGRAM CAS145 PAGE 4 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 8.3000 444,880.00 4,227.790 35,090.66 36,421.600 302,299.28 78 SEAL LONGITUDINAL ISOLATION JOINT M 7.9000 255,960.00 1,387.100 10,958.09 17,274.280 136,466.81 79 GRIND EXISTING CONCRETE M2 4.7200 906,240.00 32,253.680 152,237.37 118,216.910 557,983.82 PAVEMENT 80 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 317.0000 302,735.00 955.000 302,735.00 PILING 81 1.32 M CAST-IN-DRILLED-HOLE CONCRETE M 3,485.0000 146,370.00 42.000 146,370.00 PILING 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 247,000.0000 247,000.00 1.000 247,000.00 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 870.0000 113,100.00 130.000 113,100.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,636,000.00 1,982.600 1,586,080.00 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 930.0000 325,500.00 350.000 325,500.00 F) (TYPE N) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,230.0000 2,361,600.00 1,851.150 2,276,914.50 (TYPE R) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 2,525.0000 315,625.00 78.348 197,828.70 F) 88 PAVING NOTCH EXTENSION M3 7,875.0000 393,750.00 41.400 326,025.00 89 DRILL AND BOND DOWEL M 100.0000 14,000.00 140.000 14,000.00 90 CORE CONCRETE (201 MM - 250 MM) M 250.0000 600.00 2.000 500.00 91 CORE TREATED BRIDGE DECK EA 150.0000 7,500.00 0.000 0.00 92 JOINT SEAL (MR 30 MM) M 152.0000 118,560.00 0.000 0.00 93 JOINT SEAL (MR 15 MM) M 236.0000 16,520.00 0.000 0.00 94 BAR REINFORCING STEEL (BRIDGE) KG 1.8900 554,620.50 287,664.000 543,684.96 F) 95 TREAT BRIDGE DECK M2 2.1200 83,104.00 40,836.400 86,573.17 F) 96 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.9500 332,476.50 18,538.800 388,387.86 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 13.6500 1,882,840.05 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 68,968.50 0.000 0.00 F) 99 FURNISH LAMINATED PANEL SIGN M2 207.0000 86,940.00 336.000 69,552.00 (25.4 MM-TYPE A) 00 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,000.00 12.000 2,400.00 (25.4 MM-TYPE B) 01 1524 MM CAST-IN-DRILLED-HOLE M 1,300.0000 195,000.00 74.200 96,460.00 CONCRETE PILE (SIGN FOUNDATION) 02 INSTALL ROADSIDE SIGN EA 2,020.0000 4,040.00 0.000 0.00 (LAMINATED WOOD BOX POST) 03 300 MM ALTERNATIVE PIPE CULVERT M 262.0000 28,820.00 14.200 3,720.40 PROGRAM CAS145 PAGE 5 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 375 MM ALTERNATIVE PIPE CULVERT M 308.0000 98,560.00 126.900 39,085.20 05 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 312,000.00 1,247.340 299,361.60 06 600 MM ALTERNATIVE PIPE CULVERT M 268.0000 67,000.00 242.000 64,856.00 07 GRATED LINE DRAIN M 423.0000 97,290.00 28.000 11,844.00 08 300 MM CORRUGATED STEEL PIPE RISER M 1,092.0000 8,736.00 7.400 8,080.80 (1.63 MM THICK) 09 375 MM ALTERNATIVE FLARED END SECTION EA 360.0000 5,400.00 6.000 2,160.00 10 450 MM ALTERNATIVE FLARED END SECTION EA 556.0000 1,668.00 2.000 1,112.00 11 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 33,000.00 47.400 14,220.00 12 ROCK SLOPE PROTECTION M3 425.0000 1,020.00 0.000 0.00 (BACKING NO. 1, METHOD B) 13 SLOPE PAVING (CONCRETE) M3 715.0000 32,175.00 36.000 25,740.00 F) 14 ROCK SLOPE PROTECTION FABRIC M2 4.0000 920.00 93.800 375.20 15 MISCELLANEOUS IRON AND STEEL KG 4.0000 97,492.00 2,072.000 8,288.00 16 MISCELLANEOUS METAL (BRIDGE) KG 70.0000 3,360.00 48.000 3,360.00 F) 17 METAL BEAM GUARD RAILING M 79.0000 77,420.00 68.600 5,419.40 444.140 35,087.06 18 CHAIN LINK RAILING (TYPE 7L) M 239.0000 27,963.00 0.000 0.00 F) 19 TRANSITION RAILING (TYPE WB) EA 3,472.0000 180,544.00 2.000 6,944.00 35.000 121,520.00 20 END ANCHOR ASSEMBLY (TYPE SFT) EA 671.0000 6,039.00 5.000 3,355.00 21 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 7,800.00 2.000 7,800.00 22 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,170.0000 34,870.00 4.000 12,680.00 23 CRASH CUSHION (REACT 62B060) EA 82,000.0000 82,000.00 1.000 82,000.00 1.000 82,000.00 24 CONCRETE BARRIER (TYPE 60) M 102.0000 163,200.00 1,741.910 177,674.82 25 CONCRETE BARRIER (TYPE 60A) M 181.0000 9,593.00 51.000 9,231.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 147.0000 88,200.00 328.000 48,216.00 27 CONCRETE BARRIER (TYPE 60E) M 535.0000 35,310.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60G) M 131.0000 364,180.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60GC) M 170.0000 212,500.00 38.070 6,471.90 30 CONCRETE BARRIER (TYPE 60GE) M 673.0000 87,490.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 370.0000 93,610.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732R) M 369.0000 199,998.00 515.000 190,035.00 F) 33 CONCRETE BARRIER (TYPE 60GC MODIFIED) M 472.0000 26,432.00 53.000 25,016.00 F) 34 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 1,600.00 94.480 3,023.36 94.480 3,023.36 35 THERMOPLASTIC TRAFFIC STRIPE M 0.3700 44,030.00 9,477.000 3,506.49 9,477.000 3,506.49 (SPRAYABLE) 36 PAINT TRAFFIC STRIPE (2-COAT) M 0.3200 55,680.00 186,190.250 59,580.88 37 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 384.00 62.310 1,993.92 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 19,425.00 600.000 630.00 764.000 802.20 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 23,973.00 841.000 2,565.05 1,834.000 5,593.70 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,900.0000 15,900.00 0.212 3,370.80 0.918 14,596.20 SYSTEM ELEMENTS DURING CONSTRUCTION 41 MODIFY TRAFFIC MONITORING STATION LS 128,400.0000 128,400.00 0.521 66,896.40 42 TRAFFIC MONITORING STATION LS 32,600.0000 32,600.00 0.642 20,929.20 43 MODIFY RAMP METERING SYSTEM LS 82,300.0000 82,300.00 0.008 658.40 0.890 73,247.00 44 MODIFY CLOSED CIRCUIT TELEVISION LS 82,400.0000 82,400.00 1.000 82,400.00 SYSTEM 45 MODIFY LIGHTING AND SIGN ILLUMINATION LS 211,700.0000 211,700.00 0.827 175,075.90 46 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 36,000.0000 36,000.00 1.000 36,000.00 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,496.0000 98,736.00 66.000 98,736.00 PILING PROGRAM CAS145 PAGE 7 DATE 07/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 10:00 AM ESTIMATE NO. 17 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 07/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,932,356.77 38,448,718.37 ADJUSTMENT OF COMPENSATION 70,948.95 593,824.45 EXTRA WORK 9,236.30 547,845.27 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,012,542.02 39,590,388.09 49 MOBILIZATION LS 2850,000.0000 2,850,000.00 1.000 2,850,000.00 ORIGINAL CONTRACT AMOUNT 51,863,899.55 TOTAL WORK COMPLETED 4,012,542.02 42,440,388.09 MATERIALS ON HAND ON SITE 34,271.37 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -799,070.90 -845,727.90 TOTAL 3,213,471.12 41,628,931.56 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 02/09/09 410 04/06/09 04/06/09 12/22/10 304 14 0 5 79% 73% PROGRESS IS SATISFACTORY SAOUD, NAHRO RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 07/27/10