PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/23/08 EST. NO.18 TIME 10:35 AM R.E. NAME: MARQUEZ, PAM 04-470804 --------------------------------------------------------------------------- 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 0052 195.09 E.W. @ F.A.(+) 120607 Y 5046.0 0053 455.72 101707 N 0080.0 014 0001 864.50 A.C. @ L.S.(+) 011808 N 14MCM0 015 0003 2,262.79 E.W. @ F.A.(+) 021607 N 0086.0 017 0001 3,495.62 E.W. @ F.A.(+) 101107 N 0078.0 0002 194.10 101507 N 0079.0 0003 1,142.60 102207 N 0082.0 0004 2,136.00 101207 N 0089.0 0005 571.51 102307 N 0084.0 0006 3,872.20 102207 N 17MA 0 021 0003 3,310.88 E.W. @ F.A.(+) 102507 N 0088.0 025 0007 1,688.27 E.W. @ F.A.(+) 101907 N 0081.0 0008 2,052.61 102207 N 0083.0 026 0009 1,421.72 E.W. @ F.A.(+) 100307 N 0075.0 0010 1,169.19 100807 N 0077.0 0011 975.08 100907 N 0087.0 25,807.88 TOTAL THIS ESTIMATE 1,457,821.23 TOTAL PREVIOUS ESTIMATE 1,483,629.11 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/23/08 EST. NO.18 TIME 10:35 AM R.E. NAME: MARQUEZ, PAM 04-470804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BENT 6 CIDH ANOMALY -3,084.00 08 25% AC TEST SRTRIPI -6,528.44 08 BENT 3 CIDH DEDUCT -1,355.20 12 OUT OF SPEC. AB -1,200.00 14 LATE LANE CLOSURE -25,300.00 17 0.00 -37,467.64 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 MISSING PAYROLLS -10,000.00 04 REC'ED PAYROLLS 10,000.00 05 MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS 4&7 20,000.00 08 0.00 0.00 TOTAL DEDUCTIONS 0.00 -37,467.64 PROGRAM CAS145 PAGE 1 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 LOCATION PROGRESS ESTIMATE 04-ALA-580-0.0/2.7 ----------------- DESILVA GATES-MCM JV IN ALAMEDA AND SAN JOAQUIN COUNTIES NEAR TRACY AT VARIOUS LOCATIONS FED. AID NO. N O N E CONSTRUCT TRUCK BYPASS ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,180,000.00 16.000 32,000.00 271.000 542,000.00 03 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 30,000.0000 30,000.00 0.570 17,100.00 05 TEMPORARY FIBER ROLL M 5.0000 75,000.00 38.000 190.00 7,412.800 37,064.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 7,500.00 2.000 5,000.00 07 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 0.016 160.00 0.603 6,030.00 S) 08 TRAFFIC CONTROL SYSTEM LS 90,000.0000 90,000.00 0.040 3,600.00 0.680 61,200.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 80.0000 640.00 7.800 624.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 29,000.00 27,289.000 27,289.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,800.00 120.000 4,800.00 S) 12 TEMPORARY PAVEMENT MARKER EA 5.0000 7,400.00 1,610.000 8,050.00 S) 13 TEMPORARY TERMINAL SECTION (TYPE K) EA 5,000.0000 5,000.00 1.000 5,000.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.040 1,000.00 0.680 17,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 45.0000 254,250.00 6,959.300 313,168.50 16 TEMPORARY CRASH CUSHION MODULE EA 350.0000 38,500.00 9.000 3,150.00 145.000 50,750.00 S) 17 TEMPORARY TRAFFIC SCREEN M 8.0000 45,200.00 5,501.800 44,014.40 18 REMOVE METAL BEAM GUARD RAILING M 40.0000 2,440.00 64.550 2,582.00 S) 19 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 11,820.00 0.000 0.00 S) 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 6.0000 20,100.00 2,234.000 13,404.00 S) STRIPE 21 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 1,230.00 159.000 477.00 S) 22 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 5,130.00 7,463.000 22,389.00 S) PROGRAM CAS145 PAGE 2 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 100.0000 1,200.00 19.140 1,914.00 S) 24 REMOVE PAVEMENT MARKER EA 1.0000 5,020.00 5,479.000 5,479.00 S) 25 REMOVE ROADSIDE SIGN EA 60.0000 1,080.00 12.000 720.00 26 REMOVE SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 S) 27 REMOVE CULVERT M 100.0000 49,000.00 482.200 48,220.00 28 REMOVE CLEANOUT EA 200.0000 800.00 1.000 200.00 9.000 1,800.00 29 REMOVE INLET EA 1,500.0000 13,500.00 9.000 13,500.00 30 REMOVE HEADWALL EA 2,000.0000 4,000.00 2.000 4,000.00 31 REMOVE DOWNDRAIN EA 1,300.0000 1,300.00 1.000 1,300.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 14.0000 11,970.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN M 50.0000 1,050.00 21.000 1,050.00 34 REMOVE ASPHALT CONCRETE DITCH M 20.0000 940.00 47.000 940.00 35 RESET MILEPOST MARKER EA 50.0000 100.00 0.000 0.00 36 RESET ROADSIDE SIGN EA 200.0000 200.00 4.000 800.00 37 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0.00 38 MODIFY HEADWALL EA 15,000.0000 15,000.00 1.000 15,000.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 12,160.00 1,174.700 2,349.40 S) 40 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 27,600.00 635.000 25,400.00 41 BRIDGE REMOVAL (PORTION) LS 15,000.0000 15,000.00 1.000 15,000.00 42 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 43 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.850 21,250.00 44 ROADWAY EXCAVATION M3 25.0000 2,090,000.00 92,316.800 2,307,920.00 45 ROADWAY EXCAVATION (TYPE Z-2) M3 150.0000 276,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 46 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 47 STRUCTURE EXCAVATION (BRIDGE) M3 110.0000 56,760.00 516.000 56,760.00 F) 48 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 72,275.00 286.960 50,218.00 F) 49 EARTH RETAINING STRUCTURE, LOCATION A M2 475.0000 463,600.00 967.000 459,325.00 F) PROGRAM CAS145 PAGE 3 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE, LOCATION B M2 475.0000 452,675.00 943.000 447,925.00 F) 51 IMPORTED MATERIAL (SHOULDER BACKING) M3 50.0000 33,000.00 400.000 20,000.00 52 DUFF HA 10,000.0000 44,000.00 0.000 0.00 S) 53 STRAW (EROSION CONTROL) TONN 450.0000 11,700.00 39.400 17,730.00 S) 54 FIBER (EROSION CONTROL) KG 1.0000 2,400.00 9,905.000 9,905.00 S) 55 COMPOST (EROSION CONTROL) M3 200.0000 28,000.00 249.800 49,960.00 S) 56 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 8,000.00 3.000 1,500.00 S) 57 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 18,000.00 400.000 60,000.00 S) 58 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 1,320.00 1,714.800 3,429.60 S) 59 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,320.00 1,087.400 2,174.80 S) 60 CLASS 2 AGGREGATE BASE M3 40.0000 1,180,000.00 26,994.900 1,079,796.00 61 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 62 REPLACE ASPHALT CONCRETE SURFACING M3 220.0000 154,000.00 543.300 119,526.00 63 ASPHALT CONCRETE (BRIDGE) TONN 70.0000 10,360.00 0.000 0.00 64 ASPHALT CONCRETE TONN 65.0000 1,813,500.00 17,727.960 1,152,317.40 65 ASPHALT CONCRETE (OPEN GRADED) TONN 65.0000 276,900.00 0.000 0.00 66 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 100.0000 11,000.00 225.700 22,570.00 AREA) 67 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 600.00 73.000 365.00 68 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 5.0000 10,300.00 1,501.000 7,505.00 69 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 11,050.00 1,548.000 7,740.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 190.00 157.000 785.00 71 SHOULDER RUMBLE STRIP M 1.0000 460.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 72 SHOULDER RUMBLE STRIP M 1.5000 12,855.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 100.0000 4,900.00 9.788 978.80 74 FURNISH STEEL PILING (HP 250 X 62) M 60.0000 3,960.00 65.990 3,959.40 75 DRIVE STEEL PILE (HP 250 X 62) EA 2,250.0000 18,000.00 8.000 18,000.00 S) 76 FURNISH STEEL PILING (HP 250 X 85) M 80.0000 69,040.00 863.000 69,040.00 PROGRAM CAS145 PAGE 4 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE STEEL PILE (HP 250 X 85) EA 1,800.0000 70,200.00 39.000 70,200.00 S) 78 1.98 M CAST-IN DRILLED-HOLE CONCRETE M 3,100.0000 393,700.00 127.000 393,700.00 S) PILING 79 2.28 M CAST-IN DRILLED-HOLE CONCRETE M 3,800.0000 406,600.00 106.620 405,156.00 S) PILING 80 PRESTRESSING CAST-IN-PLACE CONCRETE LS 220,000.0000 220,000.00 0.422 92,840.00 1.000 220,000.00 S) 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 51,300.00 114.000 51,300.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 834.0000 3,312,648.00 648.300 540,682.20 3,828.950 3,193,344.30 F) 83 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 191,200.00 0.000 0.00 F) 84 STRUCTURAL CONCRETE, APPROACH SLAB M3 750.0000 83,250.00 74.000 55,500.00 F) (TYPE N) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,400.0000 142,800.00 97.325 136,255.00 F) 86 DRILL AND BOND DOWEL M 50.0000 10,500.00 152.000 7,600.00 87 DRILLED HOLE (50 MM) M 100.0000 5,100.00 45.070 4,507.00 88 PTFE/ELASTOMERIC BEARING EA 5,000.0000 20,000.00 0.000 0.00 S) 89 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,000.0000 72,000.00 0.000 0.00 S) 90 JOINT SEAL (ASPHALTIC PLUG) M 400.0000 46,000.00 0.000 0.00 91 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 1,193,293.50 87,520.500 153,160.88 645,284.260 1,129,247.46 SF) 92 ISOLATION CASING KG 5.0000 106,210.00 18,447.800 92,239.00 S) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 124,000.00 12,400.000 124,000.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 12,400.00 12,400.000 12,400.00 SF) 95 760 MM CAST-IN-DRILLED-HOLE M 500.0000 2,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 920 MM CAST-IN-DRILLED-HOLE M 500.0000 2,250.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 97 1524 MM CIDH CONCRETE PILE M 4,000.0000 56,000.00 13.400 53,600.00 S) (SIGN FOUNDATION) 98 ROADSIDE SIGN - ONE POST EA 200.0000 4,400.00 7.000 1,400.00 99 ROADSIDE SIGN - TWO POST EA 300.0000 1,500.00 0.000 0.00 00 INSTALL ROADSIDE SIGN EA 2,000.0000 6,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 01 300 MM PLASTIC PIPE M 300.0000 3,600.00 12.000 3,600.00 02 450 MM REINFORCED CONCRETE PIPE M 350.0000 136,500.00 279.200 97,720.00 03 600 MM REINFORCED CONCRETE PIPE M 400.0000 5,200.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM REINFORCED CONCRETE PIPE M 400.0000 13,200.00 33.000 13,200.00 05 450 MM CORRUGATED STEEL PIPE M 300.0000 87,000.00 353.800 106,140.00 (2.77 MM THICK) 06 600 MM CORRUGATED STEEL PIPE M 300.0000 51,000.00 175.500 52,650.00 (3.51 MM THICK) 07 750 MM CORRUGATED STEEL PIPE M 400.0000 8,000.00 20.000 8,000.00 (3.51 MM THICK) 08 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 09 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 450 MM STEEL FLARED END SECTION EA 300.0000 2,100.00 7.000 2,100.00 12 600 MM STEEL FLARED END SECTION EA 500.0000 1,000.00 1.000 500.00 13 450 MM CONCRETE FLARED END SECTION EA 600.0000 600.00 1.000 600.00 14 DRAINAGE MANHOLE EA 5,000.0000 10,000.00 2.000 10,000.00 15 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 11,000.00 33.300 8,325.00 16 ROCK SLOPE PROTECTION FABRIC M2 8.0000 1,280.00 116.500 932.00 17 MISCELLANEOUS IRON AND STEEL KG 3.0000 14,076.00 3,212.000 9,636.00 SF) 18 MISCELLANEOUS METAL KG 8.0000 17,112.00 0.000 0.00 S) (RESTRAINER - CABLE TYPE) 19 MISCELLANEOUS METAL (BRIDGE) KG 32.0000 172,576.00 3,077.000 98,464.00 5,128.000 164,096.00 SF) 20 FENCE (TYPE WM, METAL POST) MODIFIED M 20.0000 20,800.00 0.000 0.00 S) 21 WIRE MESH GATE EA 1,500.0000 4,500.00 0.000 0.00 S) 22 DELINEATOR (CLASS 1) EA 50.0000 2,050.00 13.000 650.00 23 OBJECT MARKER (TYPE L-1) EA 50.0000 300.00 0.000 0.00 24 METAL BEAM GUARD RAILING M 75.0000 9,750.00 26.670 2,000.25 S) (2.1 M WOOD POST) 25 TRANSITION RAILING (TYPE WB) EA 3,000.0000 9,000.00 1.000 3,000.00 S) 26 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,100.00 2.000 1,400.00 27 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 12,000.00 2.000 6,000.00 S) 28 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 1.000 2,500.00 S) 29 CONCRETE BARRIER (TYPE 60D MOD.) M 275.0000 115,500.00 0.000 0.00 F) 30 CONCRETE BARRIER (TYPE 60S) M 225.0000 135,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60SC MOD.) M 800.0000 78,400.00 0.000 0.00 F) 32 CONCRETE BARRIER (TYPE 732) M 95.0000 115,900.00 37.000 3,515.00 F) 33 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 2,400.00 0.000 0.00 S) 34 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,500.00 0.000 0.00 S) (SPRAYABLE) 35 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 16,425.00 0.000 0.00 S) 36 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 8,840.00 0.000 0.00 S) 37 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 0.600 15,000.00 S) 38 MODIFY LIGHTING AND SIGN ILLUMINATION LS 135,000.0000 135,000.00 0.750 101,250.00 S) PROGRAM CAS145 PAGE 7 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-470804 TIME 10:35 AM ESTIMATE NO. 18 BID OPENING 06/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: MARQUEZ, PAM DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 925,447.08 13,933,857.31 ADJUSTMENT OF COMPENSATION 864.50 -20,711.50 EXTRA WORK 24,943.38 1,504,340.61 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 951,254.96 15,417,486.42 39 MOBILIZATION LS 1880,000.0000 1,880,000.00 1.000 1,880,000.00 ORIGINAL CONTRACT AMOUNT 18,888,605.50 TOTAL WORK COMPLETED 951,254.96 17,297,486.42 MATERIALS ON HAND ON SITE 19,942.13 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -37,467.64 TOTAL 951,254.96 17,279,960.91 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 07/17/06 590 08/14/06 08/01/06 05/20/09 271 95 12 0 82% 45% PROGRESS IS SATISFACTORY CCO MARQUEZ, PAM RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/08