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 05/25/11 EST. NO.26 TIME 01:59 PM R.E. NAME: SAAD, HUSSEIN 07-259904 --------------------------------------------------------------------------- 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 05/25/11 EST. NO.26 TIME 01:59 PM R.E. NAME: SAAD, HUSSEIN 07-259904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SECTION 10-1.17 -150,000.00 17 SECTION 10-1.17 150,000.00 20 SP 9-1.053 & 10-1.11 -86,000.00 23 SP 9-1.053 & 10-1.11 86,000.00 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 LOCATION PROGRESS ESTIMATE 07-LA-710-16.1/18.4 ----------------- SULLY MILLER CONTRACTING IN LOS ANGELES COUNTY IN LYNWOOD COMPANY AND SOUTH GATE FROM 0.7 KM NORTH OF 135 S. STATE COLLEGE BL ST400 ROUTE 710/105 SEPARATION TO BREA, CA 92821 FIRESTONE BOULEVARD OVERCROSSING FED. AID NO. N O N E PLACE RUBBERIZED HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.030 180.00 0.950 5,700.00 02 TIME-RELATED OVERHEAD WDAY 2,671.0000 1,469,050.00 588.000 1,570,548.00 03 CONSTRUCTION SITE MANAGEMENT LS 203,860.0000 203,860.00 0.030 6,115.80 0.930 189,589.80 04 PREPARE STORM WATER POLLUTION LS 3,850.0000 3,850.00 1.000 3,850.00 S) PREVENTION PLAN 05 TEMPORARY GRAVEL BAG BERM M 101.0000 63,630.00 600.000 60,600.00 06 MOVE-IN/MOVE-OUT EA 3,730.0000 18,650.00 5.000 18,650.00 (TEMPORARY EROSION CONTROL) 07 TEMPORARY DRAINAGE INLET PROTECTION EA 282.0000 25,380.00 90.000 25,380.00 08 STREET SWEEPING LS 184,000.0000 184,000.00 0.030 5,520.00 0.930 171,120.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 27,000.0000 27,000.00 1.000 27,000.00 10 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.900 46,800.00 S) 11 TRAFFIC CONTROL SYSTEM LS 1120,000.0000 1,120,000.00 0.030 33,600.00 0.930 1,041,600.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0700 242,890.00 198,625.000 212,528.75 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,350.00 217.000 7,595.00 S) 14 TEMPORARY PAVEMENT MARKER EA 3.2000 35,840.00 9,800.000 31,360.00 S) 15 TEMPORARY RAILING (TYPE K) M 53.7500 650,375.00 13,605.400 731,290.25 16 MOVEABLE CONCRETE BARRIER LS 574,060.0000 574,060.00 1.000 574,060.00 S) 17 TEMPORARY CRASH CUSHION MODULE EA 192.0000 55,680.00 197.000 37,824.00 S) 18 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,395.0000 6,395.00 4.000 25,580.00 6.000 38,370.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 19.0000 48,070.00 3,138.600 59,633.40 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 7,668.00 5,848.000 7,017.60 STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 1.2300 21,156.00 16,967.000 20,869.41 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 16,605.00 12,150.000 14,944.50 S) PROGRAM CAS145 PAGE 2 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0700 19,046.00 15,575.000 16,665.25 S) 24 REMOVE ROADSIDE SIGN EA 133.0000 266.00 2.000 266.00 25 REMOVE SIGN STRUCTURE EA 2,450.0000 12,250.00 5.000 12,250.00 26 REMOVE BRIDGE MOUNTED SIGN EA 2,132.0000 4,264.00 2.000 4,264.00 27 REMOVE ASPHALT CONCRETE DIKE M 11.4000 25,308.00 2,221.000 25,319.40 28 REMOVE PIPE M 125.0000 3,750.00 61.440 7,680.00 29 REMOVE INLET EA 1,004.0000 10,040.00 12.000 12,048.00 30 REMOVE CONCRETE PAVEMENT M2 14.4000 309,600.00 21,500.000 309,600.00 31 SALVAGE PORTABLE CONCRETE BARRIER M 27.0000 9,990.00 370.000 9,990.00 (TYPE 60K) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 139.0000 3,197.00 23.000 3,197.00 33 RESET PORTABLE CONCRETE BARRIER M 42.0000 18,060.00 215.000 9,030.00 (TYPE 60K) 34 RELOCATE ROADSIDE SIGN EA 213.0000 213.00 5.000 1,065.00 35 ADJUST INLET EA 2,907.0000 11,628.00 4.000 11,628.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 52.4000 18,340.00 350.000 18,340.00 S) 37 REMOVE CONCRETE M3 219.0000 1,095.00 4.000 876.00 38 REMOVE CONCRETE CURB M 23.0000 74,980.00 3,974.700 91,418.10 39 REMOVE CONCRETE BARRIER M 37.0000 56,980.00 1,605.000 59,385.00 40 CAP INLET EA 1,903.0000 39,963.00 18.000 34,254.00 41 REMOVE CRASH CUSHION (SAND FILLED) EA 728.0000 728.00 1.000 728.00 42 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 43 ROADWAY EXCAVATION M3 64.6200 1,518,570.00 27,292.210 1,763,622.61 44 ROADWAY EXCAVATION (TYPE Z-2) M3 124.0000 375,720.00 3,030.000 375,720.00 (AERIALLY DEPOSITED LEAD) 45 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 S) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 292.0000 1,106,388.00 4,128.000 1,205,376.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 329,094.00 3,874.000 364,156.00 F) 48 IMPORTED BORROW M3 14.0000 38,640.00 2,760.000 38,640.00 49 MULCH M3 34.0000 135,320.00 2,362.000 80,308.00 2,862.000 97,308.00 PROGRAM CAS145 PAGE 3 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (TYPE D) M2 0.6000 3,978.00 2,600.000 1,560.00 S) 51 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,067.0000 2,134.00 1.000 1,067.00 S) 52 250 MM WELDED STEEL PIPE CONDUIT M 576.0000 37,440.00 65.000 37,440.00 (6.35 MM THICK) 53 EXTEND 200 MM CONDUIT M 656.0000 9,840.00 15.000 9,840.00 54 AGGREGATE BASE (APPROACH SLAB) M3 518.0000 14,504.00 28.010 14,509.18 55 CLASS 3 AGGREGATE BASE M3 34.4500 12,402.00 340.000 11,713.00 56 CLASS 3 AGGREGATE BASE M3 68.0000 491,640.00 9,002.130 612,144.84 (WORKING PLATFORM) 57 LEAN CONCRETE BASE M3 266.0000 61,180.00 202.090 53,755.94 58 HOT MIX ASPHALT (TYPE B) M2 122.5800 58,838.40 480.000 58,838.40 S) TEXTURED PAVING 59 HOT MIX ASPHALT (TYPE A) TONN 121.5800 1,799,384.00 15,392.670 1,871,440.82 (PG 64-28 PM) 60 HOT MIX ASPHALT (TYPE A) TONN 107.1600 910,860.00 10,645.840 1,140,808.21 (PG 70-10) (RICH BOTTOM) 61 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 107.8300 3,396,645.00 32,711.490 3,527,279.97 62 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 109.3700 1,064,170.10 8,078.660 883,563.04 (LEVELING COURSE) 63 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 150.4700 1,125,515.60 8,231.700 1,238,623.90 64 SUBGRADE ENHANCEMENT GEOTEXTILE M2 1.1200 53,760.00 53,835.500 60,295.76 65 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 73,200.00 36,458.000 72,916.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.0000 1,840.00 230.000 1,840.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 8.0000 10,800.00 1,249.000 9,992.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.0000 2,640.00 425.000 3,400.00 69 PLACE HOT MIX ASPHALT M2 58.0000 18,560.00 0.000 0.00 (MISCELLANEOUS AREA) 70 SEAL PAVEMENT JOINT M 31.0000 26,350.00 329.170 10,204.27 71 JOINTED PLAIN CONCRETE PAVEMENT M3 362.0000 184,620.00 475.770 172,228.74 72 SEAL LONGITUDINAL ISOLATION JOINT M 57.0000 22,800.00 433.100 24,686.70 73 CRACK EXISTING CONCRETE PAVEMENT M2 0.6700 24,455.00 20,593.640 13,797.74 74 GRIND EXISTING CONCRETE M2 11.6000 10,092.00 870.000 10,092.00 S) PAVEMENT 75 STRUCTURAL CONCRETE, RETAINING WALL M3 1,044.5500 2,326,212.85 2,186.000 2,283,386.30 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,670.0000 467,600.00 190.270 317,750.90 (TYPE R) PROGRAM CAS145 PAGE 4 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 3,875.0000 333,250.00 0.380 1,472.50 86.850 336,543.75 F) 78 PAVING NOTCH EXTENSION M3 2,623.0000 18,361.00 4.270 11,200.21 79 CLEAN EXPANSION JOINT M 37.3000 3,879.20 67.050 2,500.97 80 JOINT SEAL (MR 15 MM) M 118.0000 12,272.00 67.050 7,911.90 S) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3600 381,305.20 175,251.000 413,592.36 SF) 82 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5700 935,434.50 80,850.000 935,434.50 F) 83 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4800 38,808.00 80,850.000 38,808.00 SF) 84 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 125.0000 25,000.00 196.780 24,597.50 S) 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 196.00 2.000 196.00 (1.6 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 456.00 4.000 456.00 (2.0 MM-UNFRAMED) 87 1524 MM CAST-IN-DRILLED-HOLE M 2,853.0000 173,462.40 60.800 173,462.40 SF)CONCRETE PILE (SIGN FOUNDATION) 88 ROADSIDE SIGN - ONE POST EA 474.0000 1,896.00 4.000 1,896.00 89 450 MM REINFORCED CONCRETE PIPE M 487.0000 53,570.00 164.500 80,111.50 90 600 MM REINFORCED CONCRETE PIPE M 708.0000 70,800.00 100.000 70,800.00 91 100 MM PLASTIC PIPE SLOTTED M 613.0000 1,839.00 0.000 0.00 (EDGE DRAIN) 92 100 MM PLASTIC PIPE UNSLOTTED M 268.0000 42,880.00 0.000 0.00 (EDGE DRAIN OUTLET) 93 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 373.0000 20,515.00 55.000 20,515.00 (2.01 MM THICK) 94 MINOR CONCRETE (BACKFILL) M3 251.0000 10,291.00 28.100 7,053.10 95 ROCK SLOPE PROTECTION M3 439.0000 7,902.00 7.600 3,336.40 (FACING, METHOD B) 96 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 13,910.00 26.000 13,910.00 97 MINOR CONCRETE (CURB, SIDEWALK AND M3 2,195.0000 8,780.00 4.000 8,780.00 CURB RAMP) 98 MISCELLANEOUS IRON AND STEEL KG 4.8000 52,550.40 12,088.000 58,022.40 SF) 99 CHAIN LINK FENCE (TYPE CL-1.8) M 430.0000 1,290.00 0.000 0.00 00 METAL BEAM GUARD RAILING M 81.0000 22,680.00 232.850 18,860.85 S) 01 CONCRETE BARRIER (TYPE 27B MODIFIED) M 1,136.0000 6,816.00 6.000 6,816.00 02 TRANSITION RAILING (TYPE WB) EA 3,343.0000 20,058.00 12.000 40,116.00 03 END ANCHOR ASSEMBLY (TYPE SFT) EA 645.0000 1,935.00 3.000 1,935.00 S) PROGRAM CAS145 PAGE 5 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,913.0000 5,826.00 2.000 5,826.00 05 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,483.0000 22,347.00 9.000 22,347.00 S) 06 CRASH CUSHION (TYPE CAT) EA 5,700.0000 11,400.00 3.000 17,100.00 S) 07 CONCRETE BARRIER (TYPE 60G) M 333.0000 74,925.00 225.000 74,925.00 08 CONCRETE BARRIER (TYPE 732A) M 209.0000 152,570.00 812.150 169,739.35 09 CONCRETE BARRIER (TYPE 732B MODIFIED) M 393.5000 9,050.50 27.500 10,821.25 10 CONCRETE BARRIER (TYPE 736A) M 216.6800 242,681.60 1,122.390 243,199.47 11 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,931.5000 299,382.50 152.260 294,090.19 12 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 510.0000 341,700.00 670.000 341,700.00 13 CONCRETE BARRIER (TYPE 60SW MODIFIED) M 885.5000 1,089,165.00 1,230.000 1,089,165.00 14 CONCRETE BARRIER (TYPE 60C MODIFIED) M 656.0000 314,880.00 480.000 314,880.00 15 CONCRETE BARRIER (TYPE 60GW MODIFIED) M 965.0000 410,125.00 425.000 410,125.00 16 THERMOPLASTIC PAVEMENT MARKING M2 106.6800 853.44 8.000 853.44 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 15,087.00 5,680.000 6,077.60 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 2,961.00 564.000 1,184.40 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,312.00 328.000 524.80 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6900 13,696.50 7,940.000 5,478.60 S) (BROKEN 10.98 M - 3.66 M) 21 PAINT TRAFFIC STRIPE (2-COAT) M 0.4800 22,992.00 44,254.000 21,241.92 S) 22 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 14,059.80 7,433.000 7,953.31 S) 23 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 20,448.00 3,196.000 10,227.20 S) 24 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,630.0000 1,630.00 1.000 1,630.00 SYSTEM ELEMENTS DURING CONSTRUCTION 25 SIZE 53 CONDUIT (TRENCH IN UNPAVED AREA) M 47.0000 23,970.00 510.000 23,970.00 S) 26 SIZE 53 TYPE 1, CONDUIT M 168.0000 4,200.00 270.000 45,360.00 295.000 49,560.00 S) (JACKED BENEATH THE ROADWAY) 27 SIZE 78 TYPE 1, CONDUIT M 101.0000 13,130.00 130.000 13,130.00 S) (JACKED BENEATH THE ROADWAY) 28 TWO SIZE 103 CONDUIT M 45.0000 105,300.00 2,274.000 102,330.00 S) (TRENCH IN PAVEMENT) 29 TWO SIZE 103 TYPE 1, CONDUIT M 253.0000 17,710.00 70.000 17,710.00 S) (JACKED BENEATH THE ROADWAY) 30 SIZE 25 INNERDUCT M 3.6500 41,975.00 10,003.000 36,510.95 S) PROGRAM CAS145 PAGE 6 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 COMMUNICATION CONDUIT (BRIDGE) M 235.0000 58,750.00 250.000 58,750.00 S) 32 MICROWAVE VEHICLE DETECTION SYSTEM LS 146,595.0000 146,595.00 0.030 4,397.85 0.980 143,663.10 S) 33 TRAFFIC MONITORING STATION LS 46,757.0000 46,757.00 0.030 1,402.71 0.980 45,821.86 S) (LOCATION 2212) 34 MODIFY LIGHTING AND SIGN ILLUMINATION LS 565,117.0000 565,117.00 0.940 531,209.98 S) 35 12 SINGLEMODE FIBER OPTIC CABLE M 3.9300 3,537.00 842.000 3,309.06 S) 36 48 SINGLEMODE FIBER OPTIC CABLE M 4.8000 39,024.00 7,083.000 33,998.40 S) 37 FIBER OPTIC SPLICE CLOSURE EA 728.0000 7,280.00 10.000 7,280.00 S) 38 FIBER OPTIC TRAFFIC MODEM EA 2,242.0000 8,968.00 1.000 2,242.00 5.000 11,210.00 39 FIBER DISTRIBUTION UNIT EA 672.0000 2,688.00 1.000 672.00 5.000 3,360.00 40 CLOSED CIRCUIT TELEVISION CAMERA LS 61,641.0000 61,641.00 0.120 7,396.92 1.000 61,641.00 S) (LOCATION LB170) 41 COMMUNICATION PULL BOX EA 1,715.0000 32,585.00 1.000 1,715.00 18.000 30,870.00 S) 42 SPLICE VAULT EA 5,716.0000 28,580.00 4.000 22,864.00 S) 43 SYSTEM TESTING AND DOCUMENTATION LS 6,725.0000 6,725.00 0.900 6,052.50 0.900 6,052.50 S) 44 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 102.0000 233,172.00 2,360.000 240,720.00 (TYPE Z-2) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 7 DATE 05/25/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 01:59 PM ESTIMATE NO. 26 BID OPENING 08/07/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 05/25/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 222,015.28 28,622,238.00 ADJUSTMENT OF COMPENSATION 0.00 242,066.77 EXTRA WORK 0.00 705,215.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 222,015.28 29,569,520.31 46 MOBILIZATION LS 1710,000.0000 1,710,000.00 1.000 1,710,000.00 ORIGINAL CONTRACT AMOUNT 29,699,332.99 TOTAL WORK COMPLETED 222,015.28 31,279,520.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 222,015.28 31,279,520.31 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 09/16/08 550 04/06/09 11/10/08 12/31/11 552 339 58 0 97% 91% PROGRESS IS SATISFACTORY SAAD, HUSSEIN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/25/11