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 05/21/12 EST. NO.66 TIME 10:12 AM 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 --------------------------------------------------------------------------- 180 0002 9,999,990.00 A.C. @ L.S.(+) 051812 N 0002 0 0003 3,750,010.00 051812 N 0003 0 13,750,000.00 TOTAL THIS ESTIMATE 11,444,656.62 TOTAL PREVIOUS ESTIMATE 25,194,656.62 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 05/21/12 EST. NO.66 TIME 10:12 AM 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 SCHEDULE -50,000.00 50 CPM NOT SUBMITTED -125,000.00 51 CL II AGG BASE -672.96 52 CPM SCHEDULE -210,544.14 52 CPM SCHEDULE -175,000.00 53 LATE RAMP OPENING -58,800.00 53 CPM SCHEDULE 280,272.07 55 CMP SCHEDULE 140,000.00 56 ASPH CONC OIL FLUX -6,553.72 61 CPM SCHEDULE 140,272.07 61 MISSING CERTS -12,638.97 61 MISSING CERTS 12,638.97 61 0.00 -79,507.44 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 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 05/21/12 EST. NO.66 TIME 10:12 AM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 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 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 05/21/12 EST. NO.66 TIME 10:12 AM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 O/S PRS DEC -10,000.00 43 PRS RECD OCT 10,000.00 43 PRS RECD NOV 06 10,000.00 45 O/S PRS JAN 07 -10,000.00 45 PRS RECD MAY 06 10,000.00 45 PRS RECD DEC 10,000.00 47 O/S PRS MAR 07 -10,000.00 48 O/S PRS APRIL -10,000.00 49 PRS RECD JAN 07 10,000.00 49 PRS RECD MAR 07 10,000.00 49 PRS RECD APRIL 07 10,000.00 50 O/S PRS JUNE 07 -10,000.00 51 O/S PRS JULY 07 -10,000.00 52 PRS RECD JUNE 07 10,000.00 52 O/S PRS AUG 07 -10,000.00 53 O/S PRS SEPT -10,000.00 55 O/S PRS OCT -10,000.00 56 PRS RECD JULY 10,000.00 56 PRS RECD AUG 10,000.00 56 PRS RECD SEPT 10,000.00 56 O/S PRS NOV 07 -4,153.68 58 PRS RECD NOV 4,153.68 61 PRS RECD OCT 10,000.00 61 0.00 0.00 LIQUIDATED DAMAGES 5 DAYS @ $8900/DAY -44,500.00 59 0.00 -44,500.00 OTHER OUTSTANDING DOCUMENTS 2402, 2403 -10,000.00 59 2402(F), 2403(F) 10,000.00 62 0.00 0.00 TOTAL DEDUCTIONS 0.00 -124,007.44 PROGRAM CAS145 PAGE 1 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 LOCATION FINAL 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 9685 VIA EXCELENCIA, STE 260 SAN DIEGO, CA 92126 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 1.000 25,000.00 002 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 DATA DELIVERY 003 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,520,000.00 869.000 1,738,000.00 004 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000.00 (S) PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 006 SWEEPERS EA 75,000.0000 150,000.00 2.000 150,000.00 (S) 007 TEMPORARY EROSION CONTROL (SEEDED) HA 4,000.0000 40,000.00 10.012 40,048.00 (S) 008 MOVE-IN/MOVE-OUT EA 275.0000 4,125.00 6.000 1,650.00 (TEMPORARY EROSION CONTROL) 009 TEMPORARY GRAVEL BAGS EA 2.0000 5,960.00 10,428.000 20,856.00 (S) 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 69,000.00 52.000 156,000.00 (S) 011 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,500.0000 62,500.00 19.000 47,500.00 (S) 012 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.990 29,700.00 (S) 013 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 014 TYPE III BARRICADE EA 60.0000 1,440.00 81.000 4,860.00 (S) 015 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 205,500.00 0.000 0.00 (S) 016 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 28,700.00 0.000 0.00 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 1,200.00 59,912.000 59,912.00 (S) 018 TEMPORARY PAVEMENT MARKER EA 3.0000 41,700.00 29,770.000 89,310.00 (S) 019 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 3,500.00 0.000 0.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 12.000 120,000.00 (S) 021 TEMPORARY RAILING (TYPE K) M 40.0000 1,096,000.00 33,146.150 1,325,846.00 (S) 022 TRAFFIC PLASTIC DRUMS EA 25.0000 9,000.00 627.000 15,675.00 (S) PROGRAM CAS145 PAGE 2 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 359.000 89,750.00 (S) 024 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 45,000.00 13.000 65,000.00 (S) 025 ABANDON CULVERT EA 1,000.0000 4,000.00 7.000 7,000.00 026 ABANDON IRRIGATION CROSSOVER EA 500.0000 15,000.00 42.000 21,000.00 027 REMOVE CHAIN LINK FENCE M 15.0000 2,100.00 0.000 0.00 028 REMOVE METAL BEAM GUARD RAILING M 40.0000 23,200.00 822.560 32,902.40 029 REMOVE THRIE BEAM BARRIER M 40.0000 68,000.00 2,230.830 89,233.20 030 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 20,510.00 546.000 3,822.00 (S) 031 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 15.0000 108,600.00 4,437.210 66,558.15 (S) MARKING 032 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 26.000 3,900.00 033 REMOVE SIGN STRUCTURE EA 5,000.0000 25,000.00 6.000 30,000.00 034 REMOVE SIGN PANEL EA 1,700.0000 5,100.00 8.000 13,600.00 035 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,280.00 681.000 2,043.00 036 REMOVE CULVERT M 50.0000 11,500.00 467.310 23,365.50 037 REMOVE INLET EA 1,000.0000 31,000.00 29.000 29,000.00 038 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 19,500.00 274.320 20,574.00 039 RESET ROADSIDE SIGN EA 200.0000 7,600.00 41.000 8,200.00 040 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 8.000 1,600.00 041 RELOCATE SIGN STRUCTURE EA 6,000.0000 30,000.00 5.000 30,000.00 042 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,200.00 17,140.020 68,560.08 (S) (60 MM MAXIMUM) 044 REMOVE CONCRETE CURB M 20.0000 10,000.00 290.000 5,800.00 045 REMOVE CONCRETE BARRIER M 40.0000 40,000.00 330.000 13,200.00 046 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 40,100.00 3,199.930 31,999.30 047 ACCESS OPENING, SOFFIT EA 300.0000 1,800.00 6.000 1,800.00 048 CAP INLET EA 500.0000 9,500.00 12.000 6,000.00 049 CAP RISER EA 150.0000 2,850.00 14.000 2,100.00 PROGRAM CAS145 PAGE 3 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE METAL RAILING M 150.0000 15,000.00 0.000 0.00 051 REMOVE TIEBACK WALL LS 2,500.0000 2,500.00 0.000 0.00 052 REMOVE SLOPE PAVING LS 15,000.0000 15,000.00 1.000 15,000.00 053 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 1.000 600,000.00 054 BRIDGE REMOVAL, LOCATION B LS 380,000.0000 380,000.00 1.000 380,000.00 055 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 056 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 057 REMOVE TREE EA 230.0000 105,800.00 496.000 114,080.00 058 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000.00 059 ROADWAY EXCAVATION M3 15.0000 4,500,000.00 307,994.620 4,619,919.30 060 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 061 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 397,950.00 13,265.000 397,950.00 (F) 062 STRUCTURE EXCAVATION (BRIDGE), (CARMEL) M3 30.0000 195,000.00 6,500.000 195,000.00 (F) 063 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,755,000.00 24,500.000 1,225,000.00 064 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 281,250.00 11,250.000 281,250.00 (F) 065 STRUCTURE BACKFILL (BRIDGE), (CARMEL) M3 15.0000 78,000.00 5,200.000 78,000.00 (F) 066 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 141,000.00 23,701.000 711,030.00 067 PERVIOUS BACKFILL MATERIAL M3 40.0000 10,000.00 250.000 10,000.00 (F) 068 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 88,000.00 1,716.000 68,640.00 WALL) 069 SAND BACKFILL M3 110.0000 9,900.00 149.160 16,407.60 070 DITCH EXCAVATION M3 10.0000 2,600.00 350.180 3,501.80 071 TREE GRATE EA 750.0000 9,000.00 11.880 8,910.00 (F) 072 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0.00 (S) 073 ROCK MULCH M2 50.0000 46,500.00 0.000 0.00 (S) 074 DECOMPOSED GRANITE M3 50.0000 3,950.00 0.000 0.00 (S) 075 STRAW (EROSION CONTROL) TONN 350.0000 9,450.00 21.369 7,479.15 (S) 076 FIBER (EROSION CONTROL) KG 1.0000 24,400.00 23,551.270 23,551.27 (S) PROGRAM CAS145 PAGE 4 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS M 7.5000 56,175.00 35,974.000 269,805.00 (S) 078 FIBER ROLLS (LEFT IN PLACE) M 7.5000 117,750.00 22,182.700 166,370.25 (S) 079 COMPOST (EROSION CONTROL) KG 1.1000 23,870.00 20,230.124 22,253.14 (S) 080 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 7,000.00 5.000 5,000.00 (S) 081 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 50.0000 4,950.00 195.550 9,777.50 (S) 082 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 80.0000 28,800.00 366.570 29,325.60 (S) 083 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 170.00 410.180 205.09 (S) 084 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,110.00 2,235.400 6,706.20 (S) 085 MAINTAIN EXISTING PLANTS LS 120,000.0000 120,000.00 0.000 0.00 (S) 086 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.680 21,760.00 (S) 087 NPS 3 SUPPLY LINE (BRIDGE) M 50.0000 19,000.00 384.546 19,227.30 088 NPS 4 SUPPLY LINE (BRIDGE) M 50.0000 14,000.00 285.000 14,250.00 089 IRRIGATION VALVE BOX (BRIDGE) EA 2,500.0000 40,000.00 16.000 40,000.00 090 50 MM IRRIGATION CONDUIT (BRIDGE) M 50.0000 13,000.00 277.000 13,850.00 091 50 MM PLASTIC PIPE M 50.0000 8,500.00 201.000 10,050.00 (TREE CONTAINER DRAIN) (BRIDGE) 092 75 MM IRRIGATION CONDUIT M 75.0000 13,500.00 148.000 11,100.00 093 200 MM CORRUGATED HIGH DENSITY M 25.0000 7,000.00 197.860 4,946.50 POLYETHYLENE PIPE CONDUIT 094 EXTEND 250 MM CONDUIT M 100.0000 13,000.00 27.500 2,750.00 095 CLASS 2 AGGREGATE BASE M3 30.0000 1,362,000.00 52,515.065 1,575,451.95 096 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,335.0000 23,350.00 5.800 13,543.00 097 ASPHALT CONCRETE (TYPE A) TONN 57.0000 1,037,400.00 21,945.830 1,250,912.31 098 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 2,893,000.00 40,727.560 2,240,015.80 099 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 13,000.00 0.000 0.00 AREA) 100 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,600.00 3,084.870 12,339.48 101 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 680.540 2,722.16 102 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 8,800.00 3,760.270 15,041.08 103 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 920.00 660.470 2,641.88 PROGRAM CAS145 PAGE 5 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 CONCRETE PAVEMENT M3 180.0000 6,678,000.00 35,884.380 6,459,188.40 105 CONCRETE PAVEMENT M3 400.0000 360,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 106 SEAL PAVEMENT JOINT M 3.0000 229,200.00 66,304.560 198,913.68 107 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 27,210.00 8,561.880 25,685.64 108 FURNISH STEEL PILING (HP 250 X 62) M 12.0000 8,664.00 727.554 8,730.65 109 DRIVE STEEL PILE (HP 250 X 62) EA 1,375.0000 133,375.00 97.000 133,375.00 (S) 110 FURNISH STEEL PILING (HP 250 X 85) M 15.0000 14,055.00 906.870 13,603.05 111 DRIVE STEEL PILE (HP 250 X 85) EA 1,375.0000 151,250.00 110.000 151,250.00 (S) 112 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 421,000.00 842.000 421,000.00 (S) PILING 113 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,750.0000 583,000.00 212.400 584,100.00 (S) PILING 114 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,565.0000 556,605.00 217.000 556,605.00 (S) PILING (CARMEL) 115 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 4,660.0000 219,020.00 46.900 218,554.00 (S) PILING 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 117 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (CARMEL) 118 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 188,000.00 940.000 188,000.00 (F) 119 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 138,000.00 690.000 138,000.00 (F) (CARMEL) 120 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 2,672,000.00 6,752.000 2,700,800.00 (F) 121 STRUCTURAL CONCRETE, BRIDGE (CARMEL) M3 400.0000 1,600,000.00 4,020.000 1,608,000.00 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 138,125.00 426.000 138,450.00 (F) (TYPE N) 123 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 0.000 0.00 124 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 168,300.00 556.620 94,625.40 (F) 125 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 2,940,000.00 7,460.364 2,238,109.20 (F) 126 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 300,000.00 342.965 342,965.00 (F) 127 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 36,465.00 1,137.000 17,055.00 (F) 128 SWIRLED PLASTER TEXTURE M2 30.0000 130,350.00 5,858.000 175,740.00 (F) 129 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 22,700.00 3,389.000 33,890.00 130 COBBLESTONE TEXTURE M2 30.0000 68,100.00 3,389.000 101,670.00 PROGRAM CAS145 PAGE 6 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL M 70.0000 9,800.00 328.460 22,992.20 132 CORE CONCRETE (40 MM) AND PRESSURE M 400.0000 52,000.00 142.100 56,840.00 (S) GROUT 133 JOINT SEAL (MR 30 MM) M 95.0000 5,700.00 63.770 6,058.15 (S) 134 JOINT SEAL ASSEMBLY (MR 80 MM) M 410.0000 44,690.00 107.300 43,993.00 (S) 135 JOINT SEAL (MR 50 MM) M 195.0000 19,500.00 98.000 19,110.00 (S) 136 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 1,291,200.00 1,076,000.000 1,291,200.00 (SF) 137 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 896,400.00 753,802.000 904,562.40 (SF)(CARMEL) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 652,400.00 437,962.000 613,146.80 (SF) 139 HEADED BAR REINFORCEMENT EA 20.0000 20,400.00 1,020.000 20,400.00 (F) 140 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 59,368.50 25,360.000 114,120.00 (F) 141 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 15,831.60 25,360.000 30,432.00 (SF) 142 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.5000 27,324.00 11,922.000 53,649.00 (F) 143 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 24,288.00 11,922.000 47,688.00 (SF) 144 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 96,012.00 13,833.000 62,248.50 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) KG 1.4000 29,870.40 13,833.000 19,366.20 (SF) 146 760 MM CAST-IN-DRILLED-HOLE M 600.0000 9,000.00 5.400 3,240.00 (S) CONCRETE PILE (SIGN FOUNDATION) 147 920 MM CAST-IN-DRILLED-HOLE M 650.0000 32,500.00 51.400 33,410.00 (S) CONCRETE PILE (SIGN FOUNDATION) 148 1070 MM CAST-IN-DRILLED-HOLE M 690.0000 41,400.00 40.200 27,738.00 (S) CONCRETE PILE (SIGN FOUNDATION) 149 1220 MM CAST-IN-DRILLED-HOLE M 735.0000 9,555.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 150 ROADSIDE SIGN - ONE POST EA 300.0000 6,300.00 29.000 8,700.00 151 ROADSIDE SIGN - TWO POST EA 850.0000 5,950.00 11.000 9,350.00 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 21.000 4,200.00 METHOD) 153 INSTALL SIGN PANEL ON EXISTING FRAME M2 320.0000 11,200.00 99.900 31,968.00 154 PREPARE AND STAIN CONCRETE M2 6.0000 13,620.00 3,389.000 20,334.00 155 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 1,680.00 413.300 99,192.00 156 750 MM ALTERNATIVE PIPE CULVERT M 370.0000 2,220.00 0.000 0.00 157 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 450 MM REINFORCED CONCRETE PIPE M 180.0000 111,600.00 320.700 57,726.00 159 600 MM REINFORCED CONCRETE PIPE M 250.0000 775,000.00 3,108.590 777,147.50 160 900 MM REINFORCED CONCRETE PIPE M 440.0000 8,800.00 18.900 8,316.00 161 1200 MM REINFORCED CONCRETE PIPE M 700.0000 10,500.00 19.000 13,300.00 162 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 45.0000 9,900.00 236.520 10,643.40 163 200 MM PLASTIC PIPE UNDERDRAIN M 100.0000 600.00 33.220 3,322.00 164 150 MM PLASTIC PIPE M 30.0000 1,350.00 42.000 1,260.00 165 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 24,000.00 0.000 0.00 (2.77 MM THICK) 166 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 270.0000 9,450.00 0.000 0.00 (3.51 MM THICK) 167 450 MM ALTERNATIVE PIPE DOWNDRAIN M 300.0000 3,000.00 48.260 14,478.00 168 GRATED LINE DRAIN M 375.0000 153,750.00 533.500 200,062.50 169 450 MM CORRUGATED STEEL PIPE RISER M 725.0000 725.00 0.000 0.00 (2.01 MM THICK) 170 WELDED STEEL PIPE CASING (BRIDGE) M 100.0000 11,400.00 60.300 6,030.00 171 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 0.000 0.00 172 750 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 173 1050 MM ALTERNATIVE FLARED END SECTION EA 1,240.0000 1,240.00 0.000 0.00 174 DEBRIS RACK EA 1,000.0000 1,000.00 0.000 0.00 175 1500 MM PRECAST CONCRETE RISER M 1,200.0000 6,000.00 3.240 3,888.00 176 450 MM ALTERNATIVE PIPE RISER M 400.0000 8,000.00 19.410 7,764.00 177 600 MM ALTERNATIVE PIPE RISER M 500.0000 5,000.00 3.400 1,700.00 178 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 60.0000 6,000.00 0.000 0.00 179 ROCK SLOPE PROTECTION M3 60.0000 900.00 0.500 30.00 (FACING, METHOD B) 180 ROCK SLOPE PROTECTION M3 60.0000 1,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 181 ROCK SLOPE PROTECTION M3 70.0000 7,000.00 5.730 401.10 (BACKING NO. 2, METHOD B) 182 ROCK SLOPE PROTECTION (1T, METHOD B) M3 60.0000 7,800.00 0.000 0.00 183 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 2,400.00 0.000 0.00 184 CONCRETE (CONCRETE APRON) M3 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (DITCH LINING) M3 400.0000 76,000.00 177.530 71,012.00 186 MINOR CONCRETE (DITCH LINING - COLORED) M3 450.0000 11,250.00 22.610 10,174.50 187 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 15.880 95.28 188 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 250.0000 70,000.00 99.436 24,859.00 AND DRIVEWAY) 189 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 395,250.00 2,980.360 223,527.00 (GORE PAVING) 190 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 67,500.00 832.580 62,443.50 191 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,092.00 18,854.000 56,562.00 (SF) 192 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 51,600.00 4,300.000 51,600.00 (SF) 193 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 9,350.00 209.500 11,522.50 (S) 194 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 625.0000 10,000.00 8.000 5,000.00 (S) 195 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 1.000 2,000.00 (S) 196 LOCKABLE CONTROL GATE EA 3,200.0000 6,400.00 0.000 0.00 (S) 197 DELINEATOR (CLASS 1) EA 30.0000 6,750.00 47.000 1,410.00 198 MILEPOST MARKER EA 80.0000 960.00 0.000 0.00 (S) 199 GUARD RAILING DELINEATOR EA 35.0000 7,875.00 82.000 2,870.00 200 METAL BEAM GUARD RAILING M 185.0000 7,400.00 609.600 112,776.00 (S) 201 CHAIN LINK RAILING (TYPE 7) M 125.0000 51,500.00 412.000 51,500.00 (F) 202 CONCRETE BARRIER (TYPE K) M 60.0000 204,600.00 3,410.000 204,600.00 203 TUBULAR PIPE HAND RAILING M 80.0000 6,560.00 90.000 7,200.00 (F) 204 PERFORATED STEEL SCREEN (PILASTER) EA 1,000.0000 8,000.00 8.000 8,000.00 (S) 205 PERFORATED STEEL SCREEN (SCONCE) EA 1,000.0000 20,000.00 15.000 15,000.00 (S) 206 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 48,300.00 217.000 49,910.00 (F) 207 CONCRETE BARRIER (TYPE 26A MODIFIED) M 230.0000 322,000.00 0.000 0.00 208 CABLE RAILING M 30.0000 33,000.00 1,999.000 59,970.00 (S) 209 BURIED POST ANCHOR EA 1,200.0000 1,200.00 3.000 3,600.00 (S) 210 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 1.000 3,000.00 (S) 211 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 13,200.00 11.000 24,200.00 (S) PROGRAM CAS145 PAGE 9 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,830.0000 1,830.00 8.000 14,640.00 (S) 213 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,400.0000 8,400.00 0.000 0.00 (S) 214 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 90,000.00 0.000 0.00 (S) 215 QUADGUARD CRASH CUSHION EA 35,000.0000 70,000.00 0.000 0.00 (S) 216 CONCRETE BARRIER (TYPE 60 MOD) M 85.0000 18,700.00 233.500 19,847.50 217 CONCRETE BARRIER (TYPE 60S) M 85.0000 56,950.00 345.700 29,384.50 (S) 218 CONCRETE BARRIER (TYPE 60SA) M 40.0000 5,800.00 0.000 0.00 (F) 219 CONCRETE BARRIER (TYPE 60SC) M 40.0000 200,000.00 4,456.500 178,260.00 220 CONCRETE BARRIER (TYPE 60SE) M 50.0000 43,000.00 128.990 6,449.50 (S) 221 CONCRETE BARRIER (TYPE 732 MODIFIED) M 65.0000 296,920.00 1,845.000 119,925.00 (F) 222 CONCRETE BARRIER (TYPE 732R MODIFIED) M 125.0000 46,625.00 231.000 28,875.00 (F) 223 CONCRETE BARRIER (TYPE KA26) M 125.0000 17,500.00 0.000 0.00 (F) 224 CONCRETE BARRIER (TYPE KA26R) M 125.0000 17,875.00 143.000 17,875.00 (F) 225 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,000.00 287.660 11,506.40 (S) 226 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 12,500.00 1,109.000 2,772.50 (S) 227 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,800.00 468.000 936.00 (S) (BROKEN 3.66 M - 0.92 M) 228 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 70.000 70.00 (S) (BROKEN 1.83 M - 0.30 M) 229 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,300.00 75.000 75.00 (S) (BROKEN 5.18 M - 2.14 M) 230 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 74,350.00 18,000.000 9,000.00 (S) 231 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 30,000.00 4,924.000 7,386.00 (S) 232 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 34,200.00 2,131.000 6,393.00 (S) 233 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 234 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 235 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 236 SIGNAL AND LIGHTING (LOCATION 4) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 237 SIGNAL AND LIGHTING (LOCATION 5) LS 34,000.0000 34,000.00 1.000 34,000.00 (S) 238 SIGNAL AND LIGHTING (LOCATION 6) LS 36,000.0000 36,000.00 1.000 36,000.00 (S) PROGRAM CAS145 PAGE 10 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 (S) (LOCATION 3A) 240 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 (S) (LCOATION 4A) 241 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 242 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 1.000 390,000.00 (S) 243 LIGHTING CONDUIT (BRIDGE) M 30.0000 73,500.00 2,450.000 73,500.00 (SF) 244 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 51,870.00 1,729.000 51,870.00 (SF) 245 SPRINKLER CONTROL CONDUIT (BRIDGE) M 32.0000 62,368.00 1,949.000 62,368.00 (SF) 246 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,000.0000 48,000.00 1.000 48,000.00 (S) 247 TRAFFIC MONITORING STATION (LOCATION 2) LS 46,000.0000 46,000.00 1.000 46,000.00 (S) 248 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 1.000 43,000.00 (S) 249 FIBER OPTIC COMMUNICATION SYSTEM LS 275,000.0000 275,000.00 1.000 275,000.00 (S) 250 RAMP METERING SYSTEM (LOCATION 1) LS 13,000.0000 13,000.00 1.000 13,000.00 (S) 251 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 252 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 1.000 58,000.00 (S) 253 RAMP METERING SYSTEM (LOCATION 4) LS 14,000.0000 14,000.00 1.000 14,000.00 (S) 254 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 1.000 11,000.00 (S) 255 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 256 IMPORTED TOPSOIL M3 15.0000 219,000.00 15,191.470 227,872.05 PROGRAM CAS145 PAGE 11 DATE 05/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 10:12 AM ESTIMATE NO. 66 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 01/15/08 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 05/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 44,771,281.99 ADJUSTMENT OF COMPENSATION 13,750,000.00 16,842,047.53 EXTRA WORK 0.00 8,352,609.09 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,750,000.00 69,965,938.61 257 MOBILIZATION LS 896,231.0000 4,896,231.00 1.000 4,896,231.00 ORIGINAL CONTRACT AMOUNT 51,544,999.50 TOTAL WORK COMPLETED 13,750,000.00 74,862,169.61 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -124,007.44 TOTAL 13,750,000.00 74,738,162.17 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 11/13/03 760 12/08/03 11/28/03 01/15/08 931 99 114 53 100% 100% AL-JAFRI, ABU-BAKR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/21/12