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 09/16/09 EST. NO.62 TIME 09:04 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 --------------------------------------------------------------------------- 005 0366-1 -1,619.13 E.W. @ F.A.(+) 092407 Y 2879.0 DAO CORRECTING ENTRY 0366-2 1,835.94 092407 Y 2879.0 DAO CORRECTING ENTRY 060 0091 5,231.00 E.W. @ U.P (+) 081206 N 2834 0 0092 7,500.00 081206 N 2835 0 061 0006 1,261.95 E.W. @ F.A.(+) 110107 N 3291.0 118 0018-3 1,150.99 E.W. @ F.A.(+) 030906 N 840 0 DAO CORRECTING ENTRY 0063 1,164.11 042606 N 846.10 124 0094 1,088.07 E.W. @ F.A.(+) 062007 N 1808.1 126 0153 211.98 E.W. @ F.A.(+) 081607 N 2316.1 0175 1,043.35 092807 N 2562.2 136 0054 613.25 E.W. @ F.A.(+) 112807 N 3352.0 144 0004-1 -930.11 E.W. @ F.A.(+) 103107 N 2732.0 DAO CORRECTING ENTRY 0004-2 930.11 103007 N 2732.0 DAO CORRECTING ENTRY 155 0001 140,000.00 A.C. @ L.S.(+) 091409 N 001A 0 159,481.51 TOTAL THIS ESTIMATE 9,883,932.83 TOTAL PREVIOUS ESTIMATE 10,043,414.34 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 09/16/09 EST. NO.62 TIME 09:04 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 09/16/09 EST. NO.62 TIME 09:04 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 09/16/09 EST. NO.62 TIME 09:04 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 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -124,007.44 PROGRAM CAS145 PAGE 1 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 LOCATION SEMI-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 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 1.000 25,000.00 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 1,520,000.00 869.000 1,738,000.00 04 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 1.000 15,000.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 1.000 125,000.00 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 52.000 156,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,500.0000 62,500.00 19.000 47,500.00 S) 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.990 29,700.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 S) 14 TYPE III BARRICADE EA 60.0000 1,440.00 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 59,912.000 59,912.00 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 41,700.00 29,770.000 89,310.00 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 12.000 120,000.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 1,096,000.00 33,146.150 1,325,846.00 S) 22 TRAFFIC PLASTIC DRUMS EA 25.0000 9,000.00 627.000 15,675.00 S) PROGRAM CAS145 PAGE 2 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 7,000.00 26 ABANDON IRRIGATION CROSSOVER EA 500.0000 15,000.00 42.000 21,000.00 27 REMOVE CHAIN LINK FENCE M 15.0000 2,100.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 40.0000 23,200.00 822.560 32,902.40 29 REMOVE THRIE BEAM BARRIER M 40.0000 68,000.00 2,230.830 89,233.20 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 4,437.210 66,558.15 S) MARKING 32 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 26.000 3,900.00 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 8.000 13,600.00 35 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,280.00 681.000 2,043.00 36 REMOVE CULVERT M 50.0000 11,500.00 467.310 23,365.50 37 REMOVE INLET EA 1,000.0000 31,000.00 29.000 29,000.00 38 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 19,500.00 274.320 20,574.00 39 RESET ROADSIDE SIGN EA 200.0000 7,600.00 41.000 8,200.00 40 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 8.000 1,600.00 41 RELOCATE SIGN STRUCTURE EA 6,000.0000 30,000.00 5.000 30,000.00 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 17,140.020 68,560.08 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 3,199.930 31,999.30 47 ACCESS OPENING, SOFFIT EA 300.0000 1,800.00 6.000 1,800.00 48 CAP INLET EA 500.0000 9,500.00 12.000 6,000.00 49 CAP RISER EA 150.0000 2,850.00 14.000 2,100.00 PROGRAM CAS145 PAGE 3 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,500,000.00 307,994.620 4,619,919.30 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 13,265.000 397,950.00 F) 62 STRUCTURE EXCAVATION (BRIDGE), (CARMEL) M3 30.0000 195,000.00 6,500.000 195,000.00 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 11,250.000 281,250.00 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 9,900.00 149.160 16,407.60 70 DITCH EXCAVATION M3 10.0000 2,600.00 350.180 3,501.80 71 TREE GRATE EA 750.0000 9,000.00 11.880 8,910.00 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 23,551.270 23,551.27 S) PROGRAM CAS145 PAGE 4 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,974.000 269,805.00 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 20,230.124 22,253.14 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 7,000.00 5.000 5,000.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 50.0000 4,950.00 195.550 9,777.50 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 80.0000 28,800.00 366.570 29,325.60 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 170.00 410.180 205.09 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,110.00 2,235.400 6,706.20 S) 85 MAINTAIN EXISTING PLANTS LS 120,000.0000 120,000.00 0.000 0.00 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 19,000.00 384.546 19,227.30 88 NPS 4 SUPPLY LINE (BRIDGE) M 50.0000 14,000.00 285.000 14,250.00 89 IRRIGATION VALVE BOX (BRIDGE) EA 2,500.0000 40,000.00 16.000 40,000.00 90 50 MM IRRIGATION CONDUIT (BRIDGE) M 50.0000 13,000.00 277.000 13,850.00 91 50 MM PLASTIC PIPE M 50.0000 8,500.00 201.000 10,050.00 (TREE CONTAINER DRAIN) (BRIDGE) 92 75 MM IRRIGATION CONDUIT M 75.0000 13,500.00 148.000 11,100.00 93 200 MM CORRUGATED HIGH DENSITY M 25.0000 7,000.00 197.860 4,946.50 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 52,515.065 1,575,451.95 96 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,335.0000 23,350.00 5.800 13,543.00 97 ASPHALT CONCRETE (TYPE A) TONN 57.0000 1,037,400.00 21,945.830 1,250,912.31 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 3,084.870 12,339.48 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 680.540 2,722.16 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 8,800.00 3,760.270 15,041.08 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 920.00 660.470 2,641.88 PROGRAM CAS145 PAGE 5 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 35,884.380 6,459,188.40 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 66,304.560 198,913.68 07 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 27,210.00 8,561.880 25,685.64 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 583,000.00 212.400 584,100.00 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 1.000 200,000.00 S) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 1.000 100,000.00 S) (CARMEL) 18 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 188,000.00 940.000 188,000.00 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 6,752.000 2,700,800.00 F) 21 STRUCTURAL CONCRETE, BRIDGE (CARMEL) M3 400.0000 1,600,000.00 4,020.000 1,608,000.00 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 138,125.00 426.000 138,450.00 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 168,300.00 556.620 94,625.40 F) 25 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 2,940,000.00 7,460.364 2,238,109.20 F) 26 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 300,000.00 342.965 342,965.00 F) 27 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 36,465.00 1,137.000 17,055.00 F) 28 SWIRLED PLASTER TEXTURE M2 30.0000 130,350.00 5,858.000 175,740.00 F) 29 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 22,700.00 3,389.000 33,890.00 30 COBBLESTONE TEXTURE M2 30.0000 68,100.00 3,389.000 101,670.00 PROGRAM CAS145 PAGE 6 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 63.770 6,058.15 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 410.0000 44,690.00 107.300 43,993.00 S) 35 JOINT SEAL (MR 50 MM) M 195.0000 19,500.00 98.000 19,110.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 1,291,200.00 1,076,000.000 1,291,200.00 SF) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 896,400.00 753,802.000 904,562.40 SF)(CARMEL) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 652,400.00 437,962.000 613,146.80 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 25,360.000 114,120.00 F) 41 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 15,831.60 25,360.000 30,432.00 SF) 42 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.5000 27,324.00 11,922.000 53,649.00 F) 43 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 24,288.00 11,922.000 47,688.00 SF) 44 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 96,012.00 13,833.000 62,248.50 F) 45 INSTALL SIGN STRUCTURE (TRUSS) KG 1.4000 29,870.40 13,833.000 19,366.20 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 51.400 33,410.00 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 29.000 8,700.00 51 ROADSIDE SIGN - TWO POST EA 850.0000 5,950.00 11.000 9,350.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 21.000 4,200.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 320.0000 11,200.00 99.900 31,968.00 54 PREPARE AND STAIN CONCRETE M2 6.0000 13,620.00 3,389.000 20,334.00 55 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 1,680.00 413.300 99,192.00 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 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 111,600.00 320.700 57,726.00 59 600 MM REINFORCED CONCRETE PIPE M 250.0000 775,000.00 3,108.590 777,147.50 60 900 MM REINFORCED CONCRETE PIPE M 440.0000 8,800.00 18.900 8,316.00 61 1200 MM REINFORCED CONCRETE PIPE M 700.0000 10,500.00 19.000 13,300.00 62 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 45.0000 9,900.00 236.520 10,643.40 63 200 MM PLASTIC PIPE UNDERDRAIN M 100.0000 600.00 33.220 3,322.00 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 0.000 0.00 (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 48.260 14,478.00 68 GRATED LINE DRAIN M 375.0000 153,750.00 533.500 200,062.50 69 450 MM CORRUGATED STEEL PIPE RISER M 725.0000 725.00 0.000 0.00 (2.01 MM THICK) 70 WELDED STEEL PIPE CASING (BRIDGE) M 100.0000 11,400.00 60.300 6,030.00 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 3.240 3,888.00 76 450 MM ALTERNATIVE PIPE RISER M 400.0000 8,000.00 19.410 7,764.00 77 600 MM ALTERNATIVE PIPE RISER M 500.0000 5,000.00 3.400 1,700.00 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 0.500 30.00 (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 5.730 401.10 (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 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 76,000.00 177.530 71,012.00 86 MINOR CONCRETE (DITCH LINING - COLORED) M3 450.0000 11,250.00 22.610 10,174.50 87 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 15.880 95.28 88 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 250.0000 70,000.00 99.436 24,859.00 AND DRIVEWAY) 89 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 395,250.00 2,980.360 223,527.00 (GORE PAVING) 90 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 67,500.00 832.580 62,443.50 91 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,092.00 18,854.000 56,562.00 SF) 92 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 51,600.00 4,300.000 51,600.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 9,350.00 209.500 11,522.50 S) 94 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 625.0000 10,000.00 8.000 5,000.00 S) 95 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 1.000 2,000.00 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 47.000 1,410.00 98 MILEPOST MARKER EA 80.0000 960.00 0.000 0.00 S) 99 GUARD RAILING DELINEATOR EA 35.0000 7,875.00 82.000 2,870.00 00 METAL BEAM GUARD RAILING M 185.0000 7,400.00 609.600 112,776.00 S) 01 CHAIN LINK RAILING (TYPE 7) M 125.0000 51,500.00 412.000 51,500.00 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 90.000 7,200.00 F) 04 PERFORATED STEEL SCREEN (PILASTER) EA 1,000.0000 8,000.00 8.000 8,000.00 S) 05 PERFORATED STEEL SCREEN (SCONCE) EA 1,000.0000 20,000.00 15.000 15,000.00 S) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 48,300.00 217.000 49,910.00 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 1,999.000 59,970.00 S) 09 BURIED POST ANCHOR EA 1,200.0000 1,200.00 3.000 3,600.00 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 11.000 24,200.00 S) PROGRAM CAS145 PAGE 9 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.000 14,640.00 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 18,700.00 233.500 19,847.50 17 CONCRETE BARRIER (TYPE 60S) M 85.0000 56,950.00 345.700 29,384.50 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 4,456.500 178,260.00 20 CONCRETE BARRIER (TYPE 60SE) M 50.0000 43,000.00 128.990 6,449.50 S) 21 CONCRETE BARRIER (TYPE 732 MODIFIED) M 65.0000 296,920.00 1,845.000 119,925.00 F) 22 CONCRETE BARRIER (TYPE 732R MODIFIED) M 125.0000 46,625.00 231.000 28,875.00 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 17,875.00 143.000 17,875.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,000.00 287.660 11,506.40 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 12,500.00 1,109.000 2,772.50 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,800.00 468.000 936.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 70.000 70.00 S) (BROKEN 1.83 M - 0.30 M) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,300.00 75.000 75.00 S) (BROKEN 5.18 M - 2.14 M) 30 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 74,350.00 18,000.000 9,000.00 S) 31 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 30,000.00 4,924.000 7,386.00 S) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 34,200.00 2,131.000 6,393.00 S) 33 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 1.000 125,000.00 S) 34 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 35 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 36 SIGNAL AND LIGHTING (LOCATION 4) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 37 SIGNAL AND LIGHTING (LOCATION 5) LS 34,000.0000 34,000.00 1.000 34,000.00 S) 38 SIGNAL AND LIGHTING (LOCATION 6) LS 36,000.0000 36,000.00 1.000 36,000.00 S) PROGRAM CAS145 PAGE 10 DATE 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 100,000.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 1.000 390,000.00 S) 43 LIGHTING CONDUIT (BRIDGE) M 30.0000 73,500.00 2,450.000 73,500.00 SF) 44 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 51,870.00 1,729.000 51,870.00 SF) 45 SPRINKLER CONTROL CONDUIT (BRIDGE) M 32.0000 62,368.00 1,949.000 62,368.00 SF) 46 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 2) LS 46,000.0000 46,000.00 1.000 46,000.00 S) 48 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 1.000 43,000.00 S) 49 FIBER OPTIC COMMUNICATION SYSTEM LS 275,000.0000 275,000.00 1.000 275,000.00 S) 50 RAMP METERING SYSTEM (LOCATION 1) LS 13,000.0000 13,000.00 1.000 13,000.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 1.000 58,000.00 S) 53 RAMP METERING SYSTEM (LOCATION 4) LS 14,000.0000 14,000.00 1.000 14,000.00 S) 54 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 1.000 11,000.00 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 09/16/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 09:04 AM ESTIMATE NO. 62 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 09/16/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 140,000.00 1,693,425.53 EXTRA WORK 19,481.51 8,349,988.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 159,481.51 54,814,696.33 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 159,481.51 59,710,927.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -124,007.44 TOTAL 169,481.51 59,586,919.89 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 09/16/09