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 02/25/10 EST. NO.11 TIME 10:32 AM 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 02/25/10 EST. NO.11 TIME 10:32 AM R.E. NAME: SAAD, HUSSEIN 07-259904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 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 1100 E ORANGETHORPE SUITE 200 ROUTE 710/105 SEPARATION TO ANAHEIM CA 92801 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 0.040 240.00 0.330 1,980.00 02 TIME-RELATED OVERHEAD WDAY 2,671.0000 1,469,050.00 16.000 42,736.00 299.000 798,629.00 03 CONSTRUCTION SITE MANAGEMENT LS 203,860.0000 203,860.00 0.030 6,115.80 0.280 57,080.80 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 63,630.00 254.000 25,654.00 315.000 31,815.00 06 MOVE-IN/MOVE-OUT EA 3,730.0000 18,650.00 1.000 3,730.00 3.000 11,190.00 (TEMPORARY EROSION CONTROL) 07 TEMPORARY DRAINAGE INLET PROTECTION EA 282.0000 25,380.00 12.000 3,384.00 08 STREET SWEEPING LS 184,000.0000 184,000.00 0.030 5,520.00 0.260 47,840.00 09 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 27,000.0000 27,000.00 0.030 810.00 0.160 4,320.00 10 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 0.030 1,560.00 0.340 17,680.00 S) 11 TRAFFIC CONTROL SYSTEM LS 1120,000.0000 1,120,000.00 0.030 33,600.00 0.300 336,000.00 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0700 242,890.00 0.000 0.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,350.00 88.000 3,080.00 116.000 4,060.00 S) 14 TEMPORARY PAVEMENT MARKER EA 3.2000 35,840.00 0.000 0.00 S) 15 TEMPORARY RAILING (TYPE K) M 53.7500 650,375.00 5,788.000 311,105.00 9,470.670 509,048.51 16 MOVEABLE CONCRETE BARRIER LS 574,060.0000 574,060.00 0.000 0.00 S) 17 TEMPORARY CRASH CUSHION MODULE EA 192.0000 55,680.00 135.000 25,920.00 163.000 31,296.00 S) 18 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,395.0000 6,395.00 0.000 0.00 S) 19 REMOVE METAL BEAM GUARD RAILING M 19.0000 48,070.00 2,806.000 53,314.00 3,053.600 58,018.40 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 7,668.00 5,432.000 6,518.40 STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 1.2300 21,156.00 16,967.000 20,869.41 16,967.000 20,869.41 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 16,605.00 2,641.000 3,248.43 S) PROGRAM CAS145 PAGE 2 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,614.000 7,076.98 11,785.000 12,609.95 S) 24 REMOVE ROADSIDE SIGN EA 133.0000 266.00 0.000 0.00 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 2,221.000 25,319.40 28 REMOVE PIPE M 125.0000 3,750.00 30.000 3,750.00 29 REMOVE INLET EA 1,004.0000 10,040.00 3.000 3,012.00 30 REMOVE CONCRETE PAVEMENT M2 14.4000 309,600.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 35 ADJUST INLET EA 2,907.0000 11,628.00 0.000 0.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 52.4000 18,340.00 0.000 0.00 S) 37 REMOVE CONCRETE M3 219.0000 1,095.00 0.000 0.00 38 REMOVE CONCRETE CURB M 23.0000 74,980.00 1,200.000 27,600.00 1,200.000 27,600.00 39 REMOVE CONCRETE BARRIER M 37.0000 56,980.00 1,540.000 56,980.00 40 CAP INLET EA 1,903.0000 39,963.00 0.000 0.00 41 REMOVE CRASH CUSHION (SAND FILLED) EA 728.0000 728.00 0.000 0.00 42 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.800 24,000.00 43 ROADWAY EXCAVATION M3 64.6200 1,518,570.00 2,371.000 153,214.02 6,704.000 433,212.48 44 ROADWAY EXCAVATION (TYPE Z-2) M3 124.0000 375,720.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 45 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.520 5,200.00 S) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 292.0000 1,106,388.00 948.000 276,816.00 2,059.000 601,228.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 329,094.00 349.000 32,806.00 1,088.000 102,272.00 F) 48 IMPORTED BORROW M3 14.0000 38,640.00 835.300 11,694.20 49 MULCH M3 34.0000 135,320.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,067.0000 2,134.00 0.000 0.00 S) 52 250 MM WELDED STEEL PIPE CONDUIT M 576.0000 37,440.00 0.000 0.00 (6.35 MM THICK) 53 EXTEND 200 MM CONDUIT M 656.0000 9,840.00 0.000 0.00 54 AGGREGATE BASE (APPROACH SLAB) M3 518.0000 14,504.00 0.000 0.00 55 CLASS 3 AGGREGATE BASE M3 34.4500 12,402.00 0.000 0.00 56 CLASS 3 AGGREGATE BASE M3 68.0000 491,640.00 1,369.280 93,111.04 (WORKING PLATFORM) 57 LEAN CONCRETE BASE M3 266.0000 61,180.00 0.000 0.00 58 HOT MIX ASPHALT (TYPE B) M2 122.5800 58,838.40 0.000 0.00 S) TEXTURED PAVING 59 HOT MIX ASPHALT (TYPE A) TONN 121.5800 1,799,384.00 0.000 0.00 (PG 64-28 PM) 60 HOT MIX ASPHALT (TYPE A) TONN 107.1600 910,860.00 1,866.170 199,978.78 (PG 70-10) (RICH BOTTOM) 61 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 107.8300 3,396,645.00 1,558.620 168,065.99 62 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 109.3700 1,064,170.10 0.000 0.00 (LEVELING COURSE) 63 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 150.4700 1,125,515.60 0.000 0.00 64 SUBGRADE ENHANCEMENT GEOTEXTILE M2 1.1200 53,760.00 10,370.000 11,614.40 65 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 73,200.00 0.000 0.00 66 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.0000 1,840.00 0.000 0.00 67 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 8.0000 10,800.00 0.000 0.00 68 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.0000 2,640.00 0.000 0.00 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 0.000 0.00 71 JOINTED PLAIN CONCRETE PAVEMENT M3 362.0000 184,620.00 0.000 0.00 72 SEAL LONGITUDINAL ISOLATION JOINT M 57.0000 22,800.00 0.000 0.00 73 CRACK EXISTING CONCRETE PAVEMENT M2 0.6700 24,455.00 0.000 0.00 74 GRIND EXISTING CONCRETE M2 11.6000 10,092.00 0.000 0.00 S) PAVEMENT 75 STRUCTURAL CONCRETE, RETAINING WALL M3 1,044.5500 2,326,212.85 107.000 111,766.85 634.000 662,244.70 F) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,670.0000 467,600.00 0.000 0.00 (TYPE R) PROGRAM CAS145 PAGE 4 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 31.640 122,605.00 F) 78 PAVING NOTCH EXTENSION M3 2,623.0000 18,361.00 0.000 0.00 79 CLEAN EXPANSION JOINT M 37.3000 3,879.20 0.000 0.00 80 JOINT SEAL (MR 15 MM) M 118.0000 12,272.00 0.000 0.00 S) 81 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3600 381,305.20 12,651.000 29,856.36 54,670.000 129,021.20 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 0.000 0.00 (1.6 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 456.00 0.000 0.00 (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 0.000 0.00 89 450 MM REINFORCED CONCRETE PIPE M 487.0000 53,570.00 7.000 3,409.00 90 600 MM REINFORCED CONCRETE PIPE M 708.0000 70,800.00 2.400 1,699.20 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 0.000 0.00 (2.01 MM THICK) 94 MINOR CONCRETE (BACKFILL) M3 251.0000 10,291.00 0.000 0.00 95 ROCK SLOPE PROTECTION M3 439.0000 7,902.00 0.000 0.00 (FACING, METHOD B) 96 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 13,910.00 0.000 0.00 97 MINOR CONCRETE (CURB, SIDEWALK AND M3 2,195.0000 8,780.00 0.000 0.00 CURB RAMP) 98 MISCELLANEOUS IRON AND STEEL KG 4.8000 52,550.40 0.000 0.00 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 23.000 1,863.00 23.000 1,863.00 S) 01 CONCRETE BARRIER (TYPE 27B MODIFIED) M 1,136.0000 6,816.00 0.000 0.00 02 TRANSITION RAILING (TYPE WB) EA 3,343.0000 20,058.00 0.000 0.00 03 END ANCHOR ASSEMBLY (TYPE SFT) EA 645.0000 1,935.00 1.000 645.00 1.000 645.00 S) PROGRAM CAS145 PAGE 5 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,483.0000 22,347.00 0.000 0.00 S) 06 CRASH CUSHION (TYPE CAT) EA 5,700.0000 11,400.00 0.000 0.00 S) 07 CONCRETE BARRIER (TYPE 60G) M 333.0000 74,925.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 732A) M 209.0000 152,570.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 732B MODIFIED) M 393.5000 9,050.50 0.000 0.00 10 CONCRETE BARRIER (TYPE 736A) M 216.6800 242,681.60 0.000 0.00 11 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,931.5000 299,382.50 51.000 98,506.50 12 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 510.0000 341,700.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 S) 17 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 15,087.00 0.000 0.00 S) 18 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 2,961.00 0.000 0.00 S) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,312.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6900 13,696.50 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 21 PAINT TRAFFIC STRIPE (2-COAT) M 0.4800 22,992.00 28,405.000 13,634.40 44,254.000 21,241.92 S) 22 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 14,059.80 4,545.000 4,863.15 7,433.000 7,953.31 S) 23 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 20,448.00 2,113.000 6,761.60 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 23,970.00 120.000 5,640.00 120.000 5,640.00 S) 26 SIZE 53 TYPE 1, CONDUIT M 168.0000 4,200.00 7.000 1,176.00 7.000 1,176.00 S) (JACKED BENEATH THE ROADWAY) 27 SIZE 78 TYPE 1, CONDUIT M 101.0000 13,130.00 76.000 7,676.00 76.000 7,676.00 S) (JACKED BENEATH THE ROADWAY) 28 TWO SIZE 103 CONDUIT M 45.0000 105,300.00 0.000 0.00 S) (TRENCH IN PAVEMENT) 29 TWO SIZE 103 TYPE 1, CONDUIT M 253.0000 17,710.00 0.000 0.00 S) (JACKED BENEATH THE ROADWAY) 30 SIZE 25 INNERDUCT M 3.6500 41,975.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 58,750.00 125.000 29,375.00 S) 32 MICROWAVE VEHICLE DETECTION SYSTEM LS 146,595.0000 146,595.00 0.029 4,251.26 0.029 4,251.26 S) 33 TRAFFIC MONITORING STATION LS 46,757.0000 46,757.00 0.000 0.00 S) (LOCATION 2212) 34 MODIFY LIGHTING AND SIGN ILLUMINATION LS 565,117.0000 565,117.00 0.026 14,693.04 0.056 31,646.55 S) 35 12 SINGLEMODE FIBER OPTIC CABLE M 3.9300 3,537.00 0.000 0.00 S) 36 48 SINGLEMODE FIBER OPTIC CABLE M 4.8000 39,024.00 0.000 0.00 S) 37 FIBER OPTIC SPLICE CLOSURE EA 728.0000 7,280.00 0.000 0.00 S) 38 FIBER OPTIC TRAFFIC MODEM EA 2,242.0000 8,968.00 0.000 0.00 39 FIBER DISTRIBUTION UNIT EA 672.0000 2,688.00 0.000 0.00 40 CLOSED CIRCUIT TELEVISION CAMERA LS 61,641.0000 61,641.00 0.027 1,664.31 0.027 1,664.31 S) (LOCATION LB170) 41 COMMUNICATION PULL BOX EA 1,715.0000 32,585.00 1.000 1,715.00 1.000 1,715.00 S) 42 SPLICE VAULT EA 5,716.0000 28,580.00 0.000 0.00 S) 43 SYSTEM TESTING AND DOCUMENTATION LS 6,725.0000 6,725.00 0.000 0.00 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 1,791.000 182,682.00 2,322.000 236,844.00 (TYPE Z-2) (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 7 DATE 02/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 10:32 AM ESTIMATE NO. 11 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 02/20/10 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 02/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,445,974.58 7,814,636.74 ADJUSTMENT OF COMPENSATION 0.00 -41,148.63 EXTRA WORK 0.00 3,912.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,445,974.58 7,777,400.36 46 MOBILIZATION LS 1710,000.0000 1,710,000.00 0.950 1,624,500.00 ORIGINAL CONTRACT AMOUNT 29,699,332.99 TOTAL WORK COMPLETED 1,445,974.58 9,401,900.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,445,974.58 9,401,900.36 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 12/31/11 241 143 58 0 31% 40% PROGRESS IS SATISFACTORY SAAD, HUSSEIN RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 02/25/10