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 01/18/12 EST. NO.30 TIME 03:55 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 --------------------------------------------------------------------------- 049 0001 49,035.21 A.C. @ L.S.(+) 041810 N 0001 0 49,035.21 TOTAL THIS ESTIMATE 1,340,366.73 TOTAL PREVIOUS ESTIMATE 1,389,401.94 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 01/18/12 EST. NO.30 TIME 03:55 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 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 1.000 6,000.00 002 TIME-RELATED OVERHEAD WDAY 2,671.0000 1,469,050.00 608.000 1,623,968.00 003 CONSTRUCTION SITE MANAGEMENT LS 203,860.0000 203,860.00 1.000 203,860.00 004 PREPARE STORM WATER POLLUTION LS 3,850.0000 3,850.00 1.000 3,850.00 (S) PREVENTION PLAN 005 TEMPORARY GRAVEL BAG BERM M 101.0000 63,630.00 630.000 63,630.00 006 MOVE-IN/MOVE-OUT EA 3,730.0000 18,650.00 5.000 18,650.00 (TEMPORARY EROSION CONTROL) 007 TEMPORARY DRAINAGE INLET PROTECTION EA 282.0000 25,380.00 90.000 25,380.00 008 STREET SWEEPING LS 184,000.0000 184,000.00 1.000 184,000.00 009 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 27,000.0000 27,000.00 1.000 27,000.00 010 CONSTRUCTION AREA SIGNS LS 52,000.0000 52,000.00 1.000 52,000.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 120,000.0000 1,120,000.00 1.000 1,120,000.00 (S) 012 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0700 242,890.00 252,979.000 270,687.53 (S) 013 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 7,350.00 217.000 7,595.00 (S) 014 TEMPORARY PAVEMENT MARKER EA 3.2000 35,840.00 17,436.000 55,795.20 (S) 015 TEMPORARY RAILING (TYPE K) M 53.7500 650,375.00 13,605.400 731,290.25 016 MOVEABLE CONCRETE BARRIER LS 574,060.0000 574,060.00 1.000 574,060.00 (S) 017 TEMPORARY CRASH CUSHION MODULE EA 192.0000 55,680.00 293.000 56,256.00 (S) 018 TEMPORARY CRASH CUSHION (ABSORB 350) EA 6,395.0000 6,395.00 6.000 38,370.00 (S) 019 REMOVE METAL BEAM GUARD RAILING M 19.0000 48,070.00 3,138.600 59,633.40 020 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 7,668.00 5,848.000 7,017.60 STRIPE 021 REMOVE PAINTED TRAFFIC STRIPE M 1.2300 21,156.00 98,801.000 121,525.23 (S) 022 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2300 16,605.00 12,150.000 14,944.50 (S) PROGRAM CAS145 PAGE 2 DATE 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE PAVEMENT MARKER EA 1.0700 19,046.00 15,575.000 16,665.25 (S) 024 REMOVE ROADSIDE SIGN EA 133.0000 266.00 2.000 266.00 025 REMOVE SIGN STRUCTURE EA 2,450.0000 12,250.00 5.000 12,250.00 026 REMOVE BRIDGE MOUNTED SIGN EA 2,132.0000 4,264.00 2.000 4,264.00 027 REMOVE ASPHALT CONCRETE DIKE M 11.4000 25,308.00 2,221.000 25,319.40 028 REMOVE PIPE M 125.0000 3,750.00 61.440 7,680.00 029 REMOVE INLET EA 1,004.0000 10,040.00 12.000 12,048.00 030 REMOVE CONCRETE PAVEMENT M2 14.4000 309,600.00 21,500.000 309,600.00 031 SALVAGE PORTABLE CONCRETE BARRIER M 27.0000 9,990.00 167.000 4,509.00 (TYPE 60K) 032 RECONSTRUCT METAL BEAM GUARD RAILING M 139.0000 3,197.00 23.000 3,197.00 033 RESET PORTABLE CONCRETE BARRIER M 42.0000 18,060.00 215.000 9,030.00 (TYPE 60K) 034 RELOCATE ROADSIDE SIGN EA 213.0000 213.00 5.000 1,065.00 035 ADJUST INLET EA 2,907.0000 11,628.00 2.000 5,814.00 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 52.4000 18,340.00 350.000 18,340.00 (S) 037 REMOVE CONCRETE M3 219.0000 1,095.00 4.000 876.00 038 REMOVE CONCRETE CURB M 23.0000 74,980.00 3,974.700 91,418.10 039 REMOVE CONCRETE BARRIER M 37.0000 56,980.00 1,605.000 59,385.00 040 CAP INLET EA 1,903.0000 39,963.00 20.000 38,060.00 041 REMOVE CRASH CUSHION (SAND FILLED) EA 728.0000 728.00 1.000 728.00 042 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 043 ROADWAY EXCAVATION M3 64.6200 1,518,570.00 27,292.210 1,763,622.61 044 ROADWAY EXCAVATION (TYPE Z-2) M3 124.0000 375,720.00 3,030.000 375,720.00 (AERIALLY DEPOSITED LEAD) 045 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 046 STRUCTURE EXCAVATION (RETAINING WALL) M3 292.0000 1,106,388.00 4,128.000 1,205,376.00 (F) 047 STRUCTURE BACKFILL (RETAINING WALL) M3 94.0000 329,094.00 3,874.000 364,156.00 (F) 048 IMPORTED BORROW M3 14.0000 38,640.00 2,760.000 38,640.00 049 MULCH M3 34.0000 135,320.00 3,320.000 112,880.00 PROGRAM CAS145 PAGE 3 DATE 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EROSION CONTROL (TYPE D) M2 0.6000 3,978.00 2,600.000 1,560.00 (S) 051 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,067.0000 2,134.00 2.000 2,134.00 (S) 052 250 MM WELDED STEEL PIPE CONDUIT M 576.0000 37,440.00 65.000 37,440.00 (6.35 MM THICK) 053 EXTEND 200 MM CONDUIT M 656.0000 9,840.00 15.000 9,840.00 054 AGGREGATE BASE (APPROACH SLAB) M3 518.0000 14,504.00 28.010 14,509.18 055 CLASS 3 AGGREGATE BASE M3 34.4500 12,402.00 340.000 11,713.00 056 CLASS 3 AGGREGATE BASE M3 68.0000 491,640.00 9,002.130 612,144.84 (WORKING PLATFORM) 057 LEAN CONCRETE BASE M3 266.0000 61,180.00 202.090 53,755.94 058 HOT MIX ASPHALT (TYPE B) M2 122.5800 58,838.40 480.000 58,838.40 (S) TEXTURED PAVING 059 HOT MIX ASPHALT (TYPE A) TONN 121.5800 1,799,384.00 15,392.670 1,871,440.82 (PG 64-28 PM) 060 HOT MIX ASPHALT (TYPE A) TONN 107.1600 910,860.00 10,645.840 1,140,808.21 (PG 70-10) (RICH BOTTOM) 061 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 107.8300 3,396,645.00 32,711.490 3,527,279.97 062 HOT MIX ASPHALT (TYPE A) (PG 70-10) TONN 109.3700 1,064,170.10 8,078.660 883,563.04 (LEVELING COURSE) 063 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 150.4700 1,125,515.60 8,231.700 1,238,623.90 064 SUBGRADE ENHANCEMENT GEOTEXTILE M2 1.1200 53,760.00 53,835.500 60,295.76 065 GEOSYNTHETIC PAVEMENT INTERLAYER M2 2.0000 73,200.00 36,458.000 72,916.00 066 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.0000 1,840.00 230.000 1,840.00 067 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 8.0000 10,800.00 1,249.000 9,992.00 068 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.0000 2,640.00 425.000 3,400.00 069 PLACE HOT MIX ASPHALT M2 58.0000 18,560.00 16.400 951.20 (MISCELLANEOUS AREA) 070 SEAL PAVEMENT JOINT M 31.0000 26,350.00 329.170 10,204.27 071 JOINTED PLAIN CONCRETE PAVEMENT M3 362.0000 184,620.00 475.770 172,228.74 072 SEAL LONGITUDINAL ISOLATION JOINT M 57.0000 22,800.00 433.100 24,686.70 073 CRACK EXISTING CONCRETE PAVEMENT M2 0.6700 24,455.00 20,593.640 13,797.74 074 GRIND EXISTING CONCRETE M2 11.6000 10,092.00 870.000 10,092.00 (S) PAVEMENT 075 STRUCTURAL CONCRETE, RETAINING WALL M3 1,044.5500 2,326,212.85 2,186.000 2,283,386.30 (F) 076 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,670.0000 467,600.00 190.270 317,750.90 (TYPE R) PROGRAM CAS145 PAGE 4 DATE 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 MINOR CONCRETE (MINOR STRUCTURE) M3 3,875.0000 333,250.00 -0.100 -387.50 86.750 336,156.25 (F) 078 PAVING NOTCH EXTENSION M3 2,623.0000 18,361.00 4.270 11,200.21 079 CLEAN EXPANSION JOINT M 37.3000 3,879.20 67.050 2,500.97 080 JOINT SEAL (MR 15 MM) M 118.0000 12,272.00 67.050 7,911.90 (S) 081 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3600 381,305.20 175,251.000 413,592.36 (SF) 082 FURNISH SIGN STRUCTURE (TRUSS) KG 11.5700 935,434.50 80,850.000 935,434.50 (F) 083 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4800 38,808.00 80,850.000 38,808.00 (SF) 084 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 125.0000 25,000.00 196.780 24,597.50 (S) 085 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 196.00 2.000 196.00 (1.6 MM-UNFRAMED) 086 FURNISH SINGLE SHEET ALUMINUM SIGN M2 114.0000 456.00 4.000 456.00 (2.0 MM-UNFRAMED) 087 1524 MM CAST-IN-DRILLED-HOLE M 2,853.0000 173,462.40 60.800 173,462.40 (SF)CONCRETE PILE (SIGN FOUNDATION) 088 ROADSIDE SIGN - ONE POST EA 474.0000 1,896.00 4.000 1,896.00 089 450 MM REINFORCED CONCRETE PIPE M 487.0000 53,570.00 164.500 80,111.50 090 600 MM REINFORCED CONCRETE PIPE M 708.0000 70,800.00 100.000 70,800.00 091 100 MM PLASTIC PIPE SLOTTED M 613.0000 1,839.00 0.000 0.00 (EDGE DRAIN) 092 100 MM PLASTIC PIPE UNSLOTTED M 268.0000 42,880.00 0.000 0.00 (EDGE DRAIN OUTLET) 093 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 373.0000 20,515.00 55.000 20,515.00 (2.01 MM THICK) 094 MINOR CONCRETE (BACKFILL) M3 251.0000 10,291.00 28.100 7,053.10 095 ROCK SLOPE PROTECTION M3 439.0000 7,902.00 10.000 4,390.00 (FACING, METHOD B) 096 MINOR CONCRETE (CURB AND GUTTER) M3 535.0000 13,910.00 26.000 13,910.00 097 MINOR CONCRETE (CURB, SIDEWALK AND M3 2,195.0000 8,780.00 4.000 8,780.00 CURB RAMP) 098 MISCELLANEOUS IRON AND STEEL KG 4.8000 52,550.40 12,088.000 58,022.40 (SF) 099 CHAIN LINK FENCE (TYPE CL-1.8) M 430.0000 1,290.00 3.000 1,290.00 100 METAL BEAM GUARD RAILING M 81.0000 22,680.00 232.850 18,860.85 (S) 101 CONCRETE BARRIER (TYPE 27B MODIFIED) M 1,136.0000 6,816.00 6.000 6,816.00 102 TRANSITION RAILING (TYPE WB) EA 3,343.0000 20,058.00 12.000 40,116.00 103 END ANCHOR ASSEMBLY (TYPE SFT) EA 645.0000 1,935.00 3.000 1,935.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,913.0000 5,826.00 2.000 5,826.00 105 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,483.0000 22,347.00 9.000 22,347.00 (S) 106 CRASH CUSHION (TYPE CAT) EA 5,700.0000 11,400.00 2.000 11,400.00 (S) 107 CONCRETE BARRIER (TYPE 60G) M 333.0000 74,925.00 225.000 74,925.00 108 CONCRETE BARRIER (TYPE 732A) M 209.0000 152,570.00 812.150 169,739.35 109 CONCRETE BARRIER (TYPE 732B MODIFIED) M 393.5000 9,050.50 27.500 10,821.25 110 CONCRETE BARRIER (TYPE 736A) M 216.6800 242,681.60 1,122.390 243,199.47 111 CONCRETE BARRIER (TYPE 60R MODIFIED) M 1,931.5000 299,382.50 152.260 294,090.19 112 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 510.0000 341,700.00 670.000 341,700.00 113 CONCRETE BARRIER (TYPE 60SW MODIFIED) M 885.5000 1,089,165.00 1,230.000 1,089,165.00 114 CONCRETE BARRIER (TYPE 60C MODIFIED) M 656.0000 314,880.00 525.800 344,924.80 115 CONCRETE BARRIER (TYPE 60GW MODIFIED) M 965.0000 410,125.00 425.000 410,125.00 116 THERMOPLASTIC PAVEMENT MARKING M2 106.6800 853.44 8.000 853.44 (S) 117 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0700 15,087.00 14,100.000 15,087.00 (S) 118 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 2,961.00 1,410.000 2,961.00 (S) 119 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,312.00 820.000 1,312.00 (S) (BROKEN 3.66 M - 0.92 M) 120 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6900 13,696.50 19,850.000 13,696.50 (S) (BROKEN 10.98 M - 3.66 M) 121 PAINT TRAFFIC STRIPE (2-COAT) M 0.4800 22,992.00 44,254.000 21,241.92 (S) 122 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0700 14,059.80 13,140.000 14,059.80 (S) 123 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 20,448.00 -2,003.000 -6,409.60 4,387.000 14,038.40 (S) 124 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,630.0000 1,630.00 1.000 1,630.00 SYSTEM ELEMENTS DURING CONSTRUCTION 125 SIZE 53 CONDUIT (TRENCH IN UNPAVED AREA) M 47.0000 23,970.00 510.000 23,970.00 (S) 126 SIZE 53 TYPE 1, CONDUIT M 168.0000 4,200.00 223.000 37,464.00 518.000 87,024.00 (S) (JACKED BENEATH THE ROADWAY) 127 SIZE 78 TYPE 1, CONDUIT M 101.0000 13,130.00 212.000 21,412.00 (S) (JACKED BENEATH THE ROADWAY) 128 TWO SIZE 103 CONDUIT M 45.0000 105,300.00 2,340.000 105,300.00 (S) (TRENCH IN PAVEMENT) 129 TWO SIZE 103 TYPE 1, CONDUIT M 253.0000 17,710.00 70.000 17,710.00 (S) (JACKED BENEATH THE ROADWAY) 130 SIZE 25 INNERDUCT M 3.6500 41,975.00 11,500.000 41,975.00 (S) PROGRAM CAS145 PAGE 6 DATE 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 COMMUNICATION CONDUIT (BRIDGE) M 235.0000 58,750.00 250.000 58,750.00 (S) 132 MICROWAVE VEHICLE DETECTION SYSTEM LS 146,595.0000 146,595.00 1.000 146,595.00 (S) 133 TRAFFIC MONITORING STATION LS 46,757.0000 46,757.00 1.000 46,757.00 (S) (LOCATION 2212) 134 MODIFY LIGHTING AND SIGN ILLUMINATION LS 565,117.0000 565,117.00 1.000 565,117.00 (S) 135 12 SINGLEMODE FIBER OPTIC CABLE M 3.9300 3,537.00 900.000 3,537.00 (S) 136 48 SINGLEMODE FIBER OPTIC CABLE M 4.8000 39,024.00 8,130.000 39,024.00 (S) 137 FIBER OPTIC SPLICE CLOSURE EA 728.0000 7,280.00 10.000 7,280.00 (S) 138 FIBER OPTIC TRAFFIC MODEM EA 2,242.0000 8,968.00 5.000 11,210.00 139 FIBER DISTRIBUTION UNIT EA 672.0000 2,688.00 5.000 3,360.00 140 CLOSED CIRCUIT TELEVISION CAMERA LS 61,641.0000 61,641.00 1.000 61,641.00 (S) (LOCATION LB170) 141 COMMUNICATION PULL BOX EA 1,715.0000 32,585.00 1.000 1,715.00 19.000 32,585.00 (S) 142 SPLICE VAULT EA 5,716.0000 28,580.00 5.000 28,580.00 (S) 143 SYSTEM TESTING AND DOCUMENTATION LS 6,725.0000 6,725.00 1.000 6,725.00 (S) 144 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 145 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 01/18/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-259904 TIME 03:55 PM ESTIMATE NO. 30 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 07/15/11 R.E. NAME: SAAD, HUSSEIN DATE OF THIS ESTIMATE 01/18/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 32,381.90 29,162,842.04 ADJUSTMENT OF COMPENSATION 49,035.21 493,279.94 EXTRA WORK 0.00 896,122.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 81,417.11 30,552,243.98 146 MOBILIZATION LS 710,000.0000 1,710,000.00 1.000 1,710,000.00 ORIGINAL CONTRACT AMOUNT 29,699,332.99 TOTAL WORK COMPLETED 81,417.11 32,262,243.98 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 81,417.11 32,262,243.98 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/16/08 550 04/06/09 11/10/08 07/15/11 597 205 58 0 100% 100% SAAD, HUSSEIN RESIDENT ENGINEER PROGRAM CAS145 DATE 01/18/12