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 12/21/06 EST. NO.42 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0149 1,188.24 E.W. @ F.A.(+) 110306 N 1175.0 0150 3,410.78 102606 N 1202.0 0151 3,000.27 102506 N 1203.0 0152 476.82 110906 N 1238.0 0153 288.25 111006 N 1239.0 003 0026 762.50 E.W. @ F.A.(+) 112206 N 1234.0 005 0116 81.17 E.W. @ F.A.(+) 062906 Y 1117.0 0117 83.56 063006 Y 1118.0 0125 621.82 091206 Y 1129.0 0139 2,365.40 082306 Y 1101.0 0143 1,143.08 020904 Y 1168.0 0144 450.07 031704 Y 1169.0 0145 1,310.23 081604 Y 1170.0 0146 689.29 100206 Y 1171.0 0147 613.74 100606 Y 1172.0 0148 142.73 081604 Y 1173.0 0149 157.49 100206 Y 1174.0 0150 361.07 101806 Y 1204.0 0151 2,580.31 101906 Y 1205.0 0155 1,227.47 092506 Y 1210.0 0157 1,227.47 092706 Y 1212.0 0161 1,122.09 101606 Y 1216.0 0162 1,122.09 101706 Y 1217.0 0163 1,184.38 101806 Y 1218.0 0164 1,375.77 103006 Y 1219.0 0166 495.55 110206 Y 1221.0 0167 222.76 110306 Y 1222.0 0170 1,270.79 110206 Y 1225.0 0171 1,282.34 110306 Y 1226.0 068 0066 4,508.56 E.W. @ F.A.(+) 061006 N 0953.0 0076 2,038.05 041906 N 0849.1 069 0003 42,371.41 E.W. @ L.S.(+) 122006 N 003 0 076 0017 3,286.52 E.W. @ F.A.(+) 092106 N 1150.0 0028 1,537.24 110106 N 1195.0 0030 1,231.18 110306 N 1197.0 0031 288.25 110606 N 1236.0 0032 1,060.40 110906 N 1240.0 0033 960.79 111006 N 1241.0 096 0017 3,188.20 E.W. @ F.A.(+) 121305 N 694 0 0097 695.38 062606 N 1114.0 0098 3,498.90 062606 Y 1092.0 100 0001 773.72 E.W. @ F.A.(+) 041906 N 853 0 0046 1,169.49 041906 N 0853.1 107 0011 2,379.80 E.W. @ F.A.(+) 091906 N 1244.0 0012 2,616.08 092006 N 1245.0 0013 6,183.19 092106 N 1246.0 0014 2,169.36 092206 N 1247.0 0015 2,407.67 092806 N 1248.0 0016 3,884.72 092906 N 1249.0 108 0016 864.70 E.W. @ F.A.(+) 110606 N 1237.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/21/06 EST. NO.42 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 117,371.14 TOTAL THIS ESTIMATE 6,149,418.54 TOTAL PREVIOUS ESTIMATE 6,266,789.68 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 12/21/06 EST. NO.42 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CL II -3,000.00 06 RESTAKING CHARGES -1,020.00 07 RSTK CHG DS 8 -680.00 09 RSTK CHG 353+60 -680.00 09 AGG BASE OUT-OF-SPEC -2,400.00 10 RESTAKING #53 -1,360.00 10 RESTAKING #49 -340.00 10 RESTAKING #40 -1,360.00 10 OUT OF CC R/W STEM -643.68 12 OUT-OF CC R/W FTNG -1,638.00 12 FAILED AGG. GRAD TST -1,760.00 14 ASPH PR FLUX ITEM 98 963.73 18 ASPH PR FLUX ITEM 98 3,546.11 18 ASPH PR FLUX ITEM 97 2,043.88 18 AGG OUT-OF-COMPLIANC -1,072.80 19 RESTAKING CHARGES -1,700.00 23 RESTAK CHGS #159 -1,020.00 29 RESTAK CHGS #160 -340.00 29 RESTAKING #168 -1,020.00 30 0.00 -13,480.76 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 10 DOCS RECD 10,000.00 17 O/S DOCS -10,000.00 24 DOCS RECEIVED 10,000.00 27 O/S DOCS -10,000.00 38 DOCS RECD 10,000.00 39 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 03 O/S PRS FEB -10,000.00 04 O/S PRS MARCH -10,000.00 06 O/S PRS APRIL -10,000.00 07 O/S PRS MAY -10,000.00 08 PRS RECD JAN 10,000.00 08 PRS RECD MARCH 10,000.00 08 O/S PRS JUNE -10,000.00 09 PRS RECD FEB 10,000.00 09 O/S PRS JULY -10,000.00 10 O/S PRS AUG -10,000.00 11 PRS RECD MAY 10,000.00 11 PRS RECD JUNE 10,000.00 11 O/S PRS SEPT -10,000.00 12 PRS RECD JULY 10,000.00 12 O/S PRS OCT -10,000.00 13 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/21/06 EST. NO.42 TIME 02:15 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS NOV -10,000.00 14 PRS RECD AUG 10,000.00 14 PRS RECD APRIL 10,000.00 15 O/S PRS DEC -10,000.00 17 PRS RECD SEPT 10,000.00 17 PRS RECD NOV 10,000.00 17 O/S PRS JAN -10,000.00 18 PRS RECD OCT 10,000.00 18 O/S PRS FEB -10,000.00 19 PRS RECD DEC 10,000.00 19 PRS RECD JAN 10,000.00 19 O/S PRS MARCH -10,000.00 20 PRS RECD FEB 10,000.00 20 O/S PRS APRIL -10,000.00 21 O/S PRS JUNE -10,000.00 23 PRS RECD MARCH 10,000.00 23 O/S PRS JULY -10,000.00 24 PRS RECD APRIL 10,000.00 24 O/S PRS AUG -10,000.00 25 PRS RECD JUNE 10,000.00 25 O/S PRS SEPT -10,000.00 27 O/S PRS OCT -10,000.00 28 PRS RECD JULY 10,000.00 28 PRS RECD AUG 10,000.00 28 PRS RECD SEPT 10,000.00 28 O/S PRS NOV -10,000.00 29 PRS RECD OCT 10,000.00 29 O/S PRS DEC -10,000.00 30 O/S PRS JAN -10,000.00 31 O/S PRS FEB -10,000.00 32 PRS RECD NOV 10,000.00 32 PRS RECD JAN 10,000.00 32 O/S PRS MARCH 06 -10,000.00 33 PRS RECD FEB 06 10,000.00 33 O/S PRS APRIL -10,000.00 35 PRS RECD DEC 10,000.00 35 O/S PRS MAY 06 -10,000.00 36 PRS RECD MARCH 06 10,000.00 36 O/S PRS JUNE -10,000.00 37 O/S PRS JULY 06 -10,000.00 38 PRS RECD APRIL 06 10,000.00 38 PRS RECD JUNE 06 10,000.00 38 O/S PRS AUG -10,000.00 39 O/S PRS SEPT -10,000.00 40 PRS RECD JULY 10,000.00 40 O/S PRS OCT 06 -10,000.00 41 PRS RECD AUG 06 10,000.00 41 O/S PRS NOV -10,000.00 42 PRS RECD SEPT 10,000.00 42 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -43,480.76 PROGRAM CAS145 PAGE 1 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 LOCATION PROGRESS ESTIMATE 11-SD-15-M19.0/M22.0 ----------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO AT DAN JORDAN, AREA MANAGER VARIOUS LOCATIONS 4375 JUTLAND DRIVE, SUITE 260 SAN DIEGO,CA 92117-3632 FED. AID NO. ACIM-015 -4(191)N ,CMST-6211(32)N ,PL-6211(32)N CONSTRUCT BRIDGES AND MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.750 18,750.00 02 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 DATA DELIVERY 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,520,000.00 18.000 36,000.00 701.000 1,402,000.00 04 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.882 110,250.00 S) 06 SWEEPERS EA 75,000.0000 150,000.00 2.000 150,000.00 S) 07 TEMPORARY EROSION CONTROL (SEEDED) HA 4,000.0000 40,000.00 10.012 40,048.00 S) 08 MOVE-IN/MOVE-OUT EA 275.0000 4,125.00 6.000 1,650.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY GRAVEL BAGS EA 2.0000 5,960.00 10,428.000 20,856.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 69,000.00 3.000 9,000.00 38.000 114,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,500.0000 62,500.00 2.000 5,000.00 19.000 47,500.00 S) 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.010 300.00 0.850 25,500.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.023 5,750.00 0.918 229,500.00 S) 14 TYPE III BARRICADE EA 60.0000 1,440.00 12.000 720.00 81.000 4,860.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 205,500.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 28,700.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 1,200.00 77,823.340 77,823.34 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 41,700.00 29,713.000 89,139.00 S) 19 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 3,500.00 0.000 0.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 0.284 2,840.00 11.021 110,210.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 1,096,000.00 341.270 13,650.80 31,511.350 1,260,454.00 S) 22 TRAFFIC PLASTIC DRUMS EA 25.0000 9,000.00 619.000 15,475.00 S) PROGRAM CAS145 PAGE 2 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 359.000 89,750.00 S) 24 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 45,000.00 13.000 65,000.00 S) 25 ABANDON CULVERT EA 1,000.0000 4,000.00 3.000 3,000.00 26 ABANDON IRRIGATION CROSSOVER EA 500.0000 15,000.00 50.000 25,000.00 27 REMOVE CHAIN LINK FENCE M 15.0000 2,100.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 40.0000 23,200.00 22.860 914.40 773.060 30,922.40 29 REMOVE THRIE BEAM BARRIER M 40.0000 68,000.00 2,152.640 86,105.60 30 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 20,510.00 546.000 3,822.00 S) 31 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 15.0000 108,600.00 16,138.350 242,075.25 S) MARKING 32 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 4.000 600.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 25,000.00 6.000 30,000.00 34 REMOVE SIGN PANEL EA 1,700.0000 5,100.00 4.000 6,800.00 35 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,280.00 74.000 222.00 36 REMOVE CULVERT M 50.0000 11,500.00 291.450 14,572.50 37 REMOVE INLET EA 1,000.0000 31,000.00 19.000 19,000.00 38 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 19,500.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 200.0000 7,600.00 13.000 2,600.00 40 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 1.000 200.00 41 RELOCATE SIGN STRUCTURE EA 6,000.0000 30,000.00 4.000 24,000.00 42 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,200.00 7,166.420 28,665.68 S) (60 MM MAXIMUM) 44 REMOVE CONCRETE CURB M 20.0000 10,000.00 290.000 5,800.00 45 REMOVE CONCRETE BARRIER M 40.0000 40,000.00 330.000 13,200.00 46 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 40,100.00 4,834.730 48,347.30 47 ACCESS OPENING, SOFFIT EA 300.0000 1,800.00 6.000 1,800.00 48 CAP INLET EA 500.0000 9,500.00 7.000 3,500.00 49 CAP RISER EA 150.0000 2,850.00 9.000 1,350.00 PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE METAL RAILING M 150.0000 15,000.00 0.000 0.00 51 REMOVE TIEBACK WALL LS 2,500.0000 2,500.00 0.000 0.00 52 REMOVE SLOPE PAVING LS 15,000.0000 15,000.00 1.000 15,000.00 53 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 1.000 600,000.00 54 BRIDGE REMOVAL, LOCATION B LS 380,000.0000 380,000.00 1.000 380,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 56 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 57 REMOVE TREE EA 230.0000 105,800.00 496.000 114,080.00 58 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000.00 59 ROADWAY EXCAVATION M3 15.0000 4,500,000.00 307,669.000 4,615,035.00 60 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 397,950.00 642.500 19,275.00 11,658.750 349,762.50 F) 62 STRUCTURE EXCAVATION (BRIDGE), (CARMEL) M3 30.0000 195,000.00 5,953.430 178,602.90 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,755,000.00 24,500.000 1,225,000.00 64 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 281,250.00 5,385.000 134,625.00 F) 65 STRUCTURE BACKFILL (BRIDGE), (CARMEL) M3 15.0000 78,000.00 5,200.000 78,000.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 141,000.00 23,701.000 711,030.00 67 PERVIOUS BACKFILL MATERIAL M3 40.0000 10,000.00 250.000 10,000.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 88,000.00 1,716.000 68,640.00 WALL) 69 SAND BACKFILL M3 110.0000 9,900.00 102.370 11,260.70 70 DITCH EXCAVATION M3 10.0000 2,600.00 358.050 3,580.50 71 TREE GRATE EA 750.0000 9,000.00 0.000 0.00 F) 72 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0.00 S) 73 ROCK MULCH M2 50.0000 46,500.00 0.000 0.00 S) 74 DECOMPOSED GRANITE M3 50.0000 3,950.00 0.000 0.00 S) 75 STRAW (EROSION CONTROL) TONN 350.0000 9,450.00 21.369 7,479.15 S) 76 FIBER (EROSION CONTROL) KG 1.0000 24,400.00 12,065.590 12,065.59 S) PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 7.5000 56,175.00 35,614.000 267,105.00 S) 78 FIBER ROLLS (LEFT IN PLACE) M 7.5000 117,750.00 22,182.700 166,370.25 S) 79 COMPOST (EROSION CONTROL) KG 1.1000 23,870.00 635.040 698.54 11,793.444 12,972.79 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 7,000.00 2.000 2,000.00 3.000 3,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 50.0000 4,950.00 52.960 2,648.00 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 80.0000 28,800.00 311.570 24,925.60 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 170.00 22.680 11.34 291.130 145.57 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,110.00 136.080 408.24 1,327.060 3,981.18 S) 85 MAINTAIN EXISTING PLANTS LS 120,000.0000 120,000.00 0.040 4,800.00 S) 86 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.680 21,760.00 S) 87 NPS 3 SUPPLY LINE (BRIDGE) M 50.0000 19,000.00 230.546 11,527.30 88 NPS 4 SUPPLY LINE (BRIDGE) M 50.0000 14,000.00 91.000 4,550.00 228.000 11,400.00 89 IRRIGATION VALVE BOX (BRIDGE) EA 2,500.0000 40,000.00 0.000 0.00 90 50 MM IRRIGATION CONDUIT (BRIDGE) M 50.0000 13,000.00 0.000 0.00 91 50 MM PLASTIC PIPE M 50.0000 8,500.00 0.000 0.00 (TREE CONTAINER DRAIN) (BRIDGE) 92 75 MM IRRIGATION CONDUIT M 75.0000 13,500.00 0.000 0.00 93 200 MM CORRUGATED HIGH DENSITY M 25.0000 7,000.00 71.860 1,796.50 POLYETHYLENE PIPE CONDUIT 94 EXTEND 250 MM CONDUIT M 100.0000 13,000.00 27.500 2,750.00 95 CLASS 2 AGGREGATE BASE M3 30.0000 1,362,000.00 52,080.625 1,562,418.75 96 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,335.0000 23,350.00 0.000 0.00 97 ASPHALT CONCRETE (TYPE A) TONN 57.0000 1,037,400.00 22,028.290 1,255,612.53 98 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 2,893,000.00 40,727.560 2,240,015.80 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 13,000.00 0.000 0.00 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,600.00 1,502.160 6,008.64 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 28.000 112.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 8,800.00 1,538.270 6,153.08 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 920.00 18.000 72.00 PROGRAM CAS145 PAGE 5 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 180.0000 6,678,000.00 33,381.047 6,008,588.46 05 CONCRETE PAVEMENT M3 400.0000 360,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 06 SEAL PAVEMENT JOINT M 3.0000 229,200.00 68,404.560 205,213.68 07 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 27,210.00 8,378.880 25,136.64 08 FURNISH STEEL PILING (HP 250 X 62) M 12.0000 8,664.00 727.554 8,730.65 09 DRIVE STEEL PILE (HP 250 X 62) EA 1,375.0000 133,375.00 97.000 133,375.00 S) 10 FURNISH STEEL PILING (HP 250 X 85) M 15.0000 14,055.00 906.870 13,603.05 11 DRIVE STEEL PILE (HP 250 X 85) EA 1,375.0000 151,250.00 110.000 151,250.00 S) 12 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 421,000.00 842.000 421,000.00 S) PILING 13 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,750.0000 583,000.00 76.200 209,550.00 212.400 584,100.00 S) PILING 14 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,565.0000 556,605.00 217.000 556,605.00 S) PILING (CARMEL) 15 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 4,660.0000 219,020.00 46.900 218,554.00 S) PILING 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.467 93,400.00 S) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.090 9,000.00 0.790 79,000.00 S) (CARMEL) 18 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 188,000.00 213.000 42,600.00 694.228 138,845.60 F) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 138,000.00 690.000 138,000.00 F) (CARMEL) 20 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 2,672,000.00 3,909.120 1,563,648.00 F) 21 STRUCTURAL CONCRETE, BRIDGE (CARMEL) M3 400.0000 1,600,000.00 598.000 239,200.00 3,626.583 1,450,633.20 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 138,125.00 312.028 101,409.10 F) (TYPE N) 23 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 0.000 0.00 24 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 168,300.00 290.000 49,300.00 544.000 92,480.00 F) 25 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 2,940,000.00 7,443.000 2,232,900.00 F) 26 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 300,000.00 288.275 288,275.00 F) 27 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 36,465.00 835.468 12,532.02 F) 28 SWIRLED PLASTER TEXTURE M2 30.0000 130,350.00 4,659.000 139,770.00 F) 29 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 22,700.00 3,254.682 32,546.82 30 COBBLESTONE TEXTURE M2 30.0000 68,100.00 3,366.000 100,980.00 PROGRAM CAS145 PAGE 6 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL M 70.0000 9,800.00 328.460 22,992.20 32 CORE CONCRETE (40 MM) AND PRESSURE M 400.0000 52,000.00 142.100 56,840.00 S) GROUT 33 JOINT SEAL (MR 30 MM) M 95.0000 5,700.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 410.0000 44,690.00 29.000 11,890.00 S) 35 JOINT SEAL (MR 50 MM) M 195.0000 19,500.00 0.000 0.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 1,291,200.00 24,145.000 28,974.00 790,624.000 948,748.80 SF) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 896,400.00 36,215.000 43,458.00 677,246.560 812,695.87 SF)(CARMEL) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 652,400.00 430,266.000 602,372.40 SF) 39 HEADED BAR REINFORCEMENT EA 20.0000 20,400.00 1,020.000 20,400.00 F) 40 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 59,368.50 18,060.000 81,270.00 F) 41 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 15,831.60 18,060.000 21,672.00 SF) 42 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.5000 27,324.00 0.000 0.00 F) 43 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 24,288.00 0.000 0.00 SF) 44 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 96,012.00 3,740.000 16,830.00 F) 45 INSTALL SIGN STRUCTURE (TRUSS) KG 1.4000 29,870.40 3,740.000 5,236.00 SF) 46 760 MM CAST-IN-DRILLED-HOLE M 600.0000 9,000.00 5.400 3,240.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 920 MM CAST-IN-DRILLED-HOLE M 650.0000 32,500.00 32.300 20,995.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1070 MM CAST-IN-DRILLED-HOLE M 690.0000 41,400.00 40.200 27,738.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 1220 MM CAST-IN-DRILLED-HOLE M 735.0000 9,555.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 300.0000 6,300.00 0.000 0.00 51 ROADSIDE SIGN - TWO POST EA 850.0000 5,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 320.0000 11,200.00 36.500 11,680.00 54 PREPARE AND STAIN CONCRETE M2 6.0000 13,620.00 3,224.297 19,345.78 55 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 1,680.00 446.970 107,272.80 56 750 MM ALTERNATIVE PIPE CULVERT M 370.0000 2,220.00 0.000 0.00 57 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM REINFORCED CONCRETE PIPE M 180.0000 111,600.00 359.350 64,683.00 59 600 MM REINFORCED CONCRETE PIPE M 250.0000 775,000.00 3,003.420 750,855.00 60 900 MM REINFORCED CONCRETE PIPE M 440.0000 8,800.00 17.040 7,497.60 61 1200 MM REINFORCED CONCRETE PIPE M 700.0000 10,500.00 17.700 12,390.00 62 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 45.0000 9,900.00 0.000 0.00 63 200 MM PLASTIC PIPE UNDERDRAIN M 100.0000 600.00 45.800 4,580.00 64 150 MM PLASTIC PIPE M 30.0000 1,350.00 42.000 1,260.00 65 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 24,000.00 39.850 7,970.00 (2.77 MM THICK) 66 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 270.0000 9,450.00 0.000 0.00 (3.51 MM THICK) 67 450 MM ALTERNATIVE PIPE DOWNDRAIN M 300.0000 3,000.00 140.870 42,261.00 68 GRATED LINE DRAIN M 375.0000 153,750.00 393.500 147,562.50 69 450 MM CORRUGATED STEEL PIPE RISER M 725.0000 725.00 8.880 6,438.00 (2.01 MM THICK) 70 WELDED STEEL PIPE CASING (BRIDGE) M 100.0000 11,400.00 0.000 0.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 0.000 0.00 72 750 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 73 1050 MM ALTERNATIVE FLARED END SECTION EA 1,240.0000 1,240.00 0.000 0.00 74 DEBRIS RACK EA 1,000.0000 1,000.00 0.000 0.00 75 1500 MM PRECAST CONCRETE RISER M 1,200.0000 6,000.00 2.370 2,844.00 76 450 MM ALTERNATIVE PIPE RISER M 400.0000 8,000.00 9.600 3,840.00 77 600 MM ALTERNATIVE PIPE RISER M 500.0000 5,000.00 1.000 500.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 60.0000 6,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 60.0000 900.00 0.000 0.00 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 60.0000 1,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 81 ROCK SLOPE PROTECTION M3 70.0000 7,000.00 4.400 308.00 (BACKING NO. 2, METHOD B) 82 ROCK SLOPE PROTECTION (1T, METHOD B) M3 60.0000 7,800.00 0.000 0.00 83 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 2,400.00 0.000 0.00 84 CONCRETE (CONCRETE APRON) M3 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (DITCH LINING) M3 400.0000 76,000.00 182.960 73,184.00 86 MINOR CONCRETE (DITCH LINING - COLORED) M3 450.0000 11,250.00 135.200 60,840.00 87 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 0.000 0.00 88 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 250.0000 70,000.00 40.130 10,032.50 AND DRIVEWAY) 89 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 395,250.00 2,021.000 151,575.00 (GORE PAVING) 90 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 67,500.00 0.000 0.00 91 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,092.00 13,178.000 39,534.00 SF) 92 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 51,600.00 2,910.000 34,920.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 9,350.00 157.130 8,642.15 S) 94 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 625.0000 10,000.00 0.000 0.00 S) 95 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 0.000 0.00 S) 96 LOCKABLE CONTROL GATE EA 3,200.0000 6,400.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 30.0000 6,750.00 0.000 0.00 98 MILEPOST MARKER EA 80.0000 960.00 0.000 0.00 S) 99 GUARD RAILING DELINEATOR EA 35.0000 7,875.00 14.000 490.00 00 METAL BEAM GUARD RAILING M 185.0000 7,400.00 286.630 53,026.55 S) 01 CHAIN LINK RAILING (TYPE 7) M 125.0000 51,500.00 0.000 0.00 F) 02 CONCRETE BARRIER (TYPE K) M 60.0000 204,600.00 3,410.000 204,600.00 03 TUBULAR PIPE HAND RAILING M 80.0000 6,560.00 0.000 0.00 F) 04 PERFORATED STEEL SCREEN (PILASTER) EA 1,000.0000 8,000.00 0.000 0.00 S) 05 PERFORATED STEEL SCREEN (SCONCE) EA 1,000.0000 20,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 48,300.00 115.800 26,634.00 F) 07 CONCRETE BARRIER (TYPE 26A MODIFIED) M 230.0000 322,000.00 0.000 0.00 08 CABLE RAILING M 30.0000 33,000.00 1,711.820 51,354.60 S) 09 BURIED POST ANCHOR EA 1,200.0000 1,200.00 0.000 0.00 S) 10 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 S) 11 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 13,200.00 2.000 4,400.00 S) PROGRAM CAS145 PAGE 9 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,830.0000 1,830.00 4.000 7,320.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,400.0000 8,400.00 0.000 0.00 S) 14 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 90,000.00 0.000 0.00 S) 15 QUADGUARD CRASH CUSHION EA 35,000.0000 70,000.00 0.000 0.00 S) 16 CONCRETE BARRIER (TYPE 60 MOD) M 85.0000 18,700.00 223.500 18,997.50 17 CONCRETE BARRIER (TYPE 60S) M 85.0000 56,950.00 188.000 15,980.00 S) 18 CONCRETE BARRIER (TYPE 60SA) M 40.0000 5,800.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60SC) M 40.0000 200,000.00 3,683.700 147,348.00 20 CONCRETE BARRIER (TYPE 60SE) M 50.0000 43,000.00 78.400 3,920.00 S) 21 CONCRETE BARRIER (TYPE 732 MODIFIED) M 65.0000 296,920.00 1,686.170 109,601.05 F) 22 CONCRETE BARRIER (TYPE 732R MODIFIED) M 125.0000 46,625.00 70.500 8,812.50 F) 23 CONCRETE BARRIER (TYPE KA26) M 125.0000 17,500.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE KA26R) M 125.0000 17,875.00 0.000 0.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,000.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 12,500.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 30 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 74,350.00 10,783.000 5,391.50 S) 31 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 30,000.00 1,830.000 2,745.00 S) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 34,200.00 861.000 2,583.00 S) 33 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.005 625.00 S) 34 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 0.045 5,400.00 S) 35 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.327 39,240.00 S) 36 SIGNAL AND LIGHTING (LOCATION 4) LS 120,000.0000 120,000.00 0.319 38,280.00 S) 37 SIGNAL AND LIGHTING (LOCATION 5) LS 34,000.0000 34,000.00 0.623 21,182.00 S) 38 SIGNAL AND LIGHTING (LOCATION 6) LS 36,000.0000 36,000.00 0.247 8,892.00 S) PROGRAM CAS145 PAGE 10 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LOCATION 3A) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LCOATION 4A) 41 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.051 5,100.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.498 194,220.00 S) 43 LIGHTING CONDUIT (BRIDGE) M 30.0000 73,500.00 750.000 22,500.00 SF) 44 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 51,870.00 20.100 603.00 SF) 45 SPRINKLER CONTROL CONDUIT (BRIDGE) M 32.0000 62,368.00 428.000 13,696.00 SF) 46 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,000.0000 48,000.00 0.912 43,776.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 2) LS 46,000.0000 46,000.00 0.871 40,066.00 S) 48 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 0.714 30,702.00 S) 49 FIBER OPTIC COMMUNICATION SYSTEM LS 275,000.0000 275,000.00 0.263 72,325.00 0.895 246,125.00 S) 50 RAMP METERING SYSTEM (LOCATION 1) LS 13,000.0000 13,000.00 0.998 12,974.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.970 48,500.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.839 48,662.00 S) 53 RAMP METERING SYSTEM (LOCATION 4) LS 14,000.0000 14,000.00 0.611 8,554.00 S) 54 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.710 7,810.00 S) 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 IMPORTED TOPSOIL M3 15.0000 219,000.00 15,191.470 227,872.05 PROGRAM CAS145 PAGE 11 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 02:15 PM ESTIMATE NO. 42 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 795,525.32 39,680,828.97 ADJUSTMENT OF COMPENSATION 0.00 2,678,530.57 EXTRA WORK 117,371.14 3,588,259.11 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 912,896.46 45,947,618.65 57 MOBILIZATION LS 4896,231.0000 4,896,231.00 1.000 4,896,231.00 ORIGINAL CONTRACT AMOUNT 51,544,999.50 TOTAL WORK COMPLETED 912,896.46 50,843,849.65 MATERIALS ON HAND ON SITE 525,500.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -43,480.76 TOTAL 912,896.46 51,325,869.55 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 11/13/03 760 12/08/03 11/28/03 04/10/07 698 72 6 12 88% 90% PROGRESS IS SATISFACTORY AL-JAFRI, ABU-BAKR RESIDENT ENGINEER PROGRAM CAS145 PAGE 12 DATE 12/21/06