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 08/23/07 EST. NO.07 TIME 02:33 PM R.E. NAME: DEOL, HARMINDER 10-3A1204 --------------------------------------------------------------------------- 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 0001 416.41 E.W. @ F.A.(+) 031907 Y 0006.0 0030 835.26 032307 Y 0011.0 0032 500.30 050407 N 100A 0 003 0005 997.92 E.W. @ F.A.(+) 021207 N 5 0 0006 2,913.44 032707 Y 0044.0 0007 2,700.06 032807 Y 0045.0 0008 2,614.24 032907 Y 0046.0 0017 791.42 042007 Y 0055.0 0018 881.09 042407 Y 0056.0 0019 1,169.45 042607 Y 0057.0 0020 748.63 042707 Y 0058.0 0021 307.24 031207 Y 0037.0 0022 2,941.28 031307 Y 0038.0 0023 2,616.08 031507 Y 0039.0 0024 2,085.60 031607 Y 0040.0 0025 1,561.00 031907 Y 0041.0 0028 7,947.62 031407 Y 0042.0 0029 905.53 042307 Y 0060.0 0033 1,397.46 043007 Y 0064.0 0034 741.56 050107 Y 0065.0 0035 741.56 050207 Y 0066.0 0036 741.56 050307 Y 0067.0 0037 741.56 050407 Y 0068.0 0038 899.43 050707 Y 0069.0 0039 741.56 050807 Y 0070.0 0040 741.56 050907 Y 0071.0 0041 1,233.48 051107 Y 0072.0 0042 1,446.64 051407 Y 0073.0 0043 723.33 051607 Y 0074.0 0044 2,473.24 051807 Y 0076.0 0046 956.84 052307 Y 0078.0 0048 1,068.84 052507 Y 0080.0 0049 1,140.34 052807 Y 0081.0 0055 586.80 060807 Y 0087.0 0056 513.77 061107 Y 0088.0 0059 9,659.12 051807 Y 0091.0 0060 316.68 061807 Y 0116.0 0063 447.58 062507 Y 0119.0 0064 427.86 062707 Y 0120.0 0070 411.01 062907 Y 0123.0 61,084.35 TOTAL THIS ESTIMATE 28,400.03 TOTAL PREVIOUS ESTIMATE 89,484.38 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 08/23/07 EST. NO.07 TIME 02:33 PM R.E. NAME: DEOL, HARMINDER 10-3A1204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC STABILITY 07-2036 -479.70 05 BASLINE CPM -1,497,419.90 07 CPM SCHEDULE -291,243.00 07 MISSING PAYROLLS -5,000.00 07 RELEASE CPM 788,662.90 07 -1,005,000.00 -1,005,479.70 TOTAL DEDUCTIONS -1,005,000.00 -1,005,479.70 PROGRAM CAS145 PAGE 1 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 LOCATION RERUN PROGRESS ESTIMATE 10-SJ-5-R13.9/R15.6 ----------------------- NEHEMIAH CONSTRUCTION INC IN SAN JOAQUIN COUNTY IN LATHROP 4790 E 2ND STREET FROM 0.1 KM NORTH OF PARADISE CUT BENICIA CA 94501 OVERFLOW BRIDGE TO 0.7 KM NORTH OF ROUTE 5 AND 120 SEPERATION OVERHEAD FED. AID NO. N O N E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.700 2,450.00 02 TIME-RELATED OVERHEAD WDAY 2,800.0000 1,400,000.00 42.000 117,600.00 156.000 436,800.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 38,200.00 925.000 18,500.00 S) 04 PREPARE STORM WATER POLLUTION LS 11,250.0000 11,250.00 0.050 562.50 1.000 11,250.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.080 1,600.00 0.310 6,200.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 4,000.00 1.000 1,000.00 2.000 2,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 2,000.00 2.000 2,000.00 08 ASBESTOS HEALTH & SAFETY PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 09 ASBESTOS SURVEY LS 2,000.0000 2,000.00 1.000 2,000.00 10 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.020 300.00 0.580 8,700.00 S) 11 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.080 8,800.00 0.310 34,100.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,660.00 76.000 2,660.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.040 400.00 0.270 2,700.00 S) 14 TEMPORARY RAILING (TYPE K) M 140.0000 502,600.00 3,584.500 501,830.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 86.000 25,800.00 S) 16 TEMPORARY CRASH CUSHION EA 3,500.0000 7,000.00 2.000 7,000.00 S) (ALTERNATIVE TERMINAL SYSTEM) 17 TEMPORARY TRAFFIC SCREEN M 25.0000 89,750.00 3,560.400 89,010.00 S) 18 REMOVE METAL BEAM GUARD RAILING M 25.0000 1,875.00 75.000 1,875.00 S) 19 REMOVE SINGLE THRIE BEAM BARRIER M 25.0000 2,300.00 103.430 2,585.75 S) 20 REMOVE DOUBLE THRIE BEAM BARRIER M 75.0000 75,750.00 1,024.890 76,866.75 S) 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 11,760.00 2,979.000 11,916.00 S) STRIPE 22 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 14,280.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED PAVEMENT MARKING M2 100.0000 1,200.00 0.000 0.00 S) 24 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 8,760.00 2,190.000 8,760.00 S) 25 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 200.0000 2,400.00 11.700 2,340.00 S) 26 REMOVE PAVEMENT MARKER EA 4.0000 12,440.00 2,602.000 10,408.00 S) 27 REMOVE ROADSIDE SIGN EA 500.0000 2,000.00 4.000 2,000.00 28 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000.00 29 REMOVE PIPE M 100.0000 1,600.00 16.000 1,600.00 30 REMOVE INLET EA 500.0000 4,000.00 5.000 2,500.00 31 SALVAGE METAL BRIDGE RAILING M 100.0000 76,000.00 215.000 21,500.00 358.000 35,800.00 32 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 200.0000 4,000.00 10.000 2,000.00 33 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 1,000.00 0.000 0.00 S) 34 ACCESS OPENING, SOFFIT EA 1,000.0000 10,000.00 0.000 0.00 35 BRIDGE REMOVAL (PORTION), LOCATION A LS 170,000.0000 170,000.00 0.250 42,500.00 0.250 42,500.00 36 BRIDGE REMOVAL (PORTION), LOCATION B LS 60,000.0000 60,000.00 0.800 48,000.00 37 CLEARING AND GRUBBING LS 75,000.0000 75,000.00 1.000 75,000.00 38 ROADWAY EXCAVATION M3 150.0000 718,500.00 4,704.000 705,600.00 39 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 40 STRUCTURE EXCAVATION (BRIDGE) M3 700.0000 329,000.00 470.000 329,000.00 F) 41 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 76,000.00 348.000 69,600.00 348.000 69,600.00 F) 42 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 44,000.00 0.000 0.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 20,000.00 30.000 6,000.00 F) 44 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 43,000.00 117.200 11,720.00 F) 45 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 2,000.00 0.000 0.00 F) 46 IMPORTED MATERIAL (SHOULDER BACKING) TONN 30.0000 44,400.00 1,080.000 32,400.00 47 STRAW (EROSION CONTROL) TONN 400.0000 4,000.00 0.000 0.00 S) 48 COMPOST M3 260.0000 13,260.00 0.000 0.00 S) 49 FIBER (EROSION CONTROL) KG 1.0000 2,040.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 8,000.00 0.000 0.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 7,150.00 0.000 0.00 S) 52 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 680.00 0.000 0.00 S) 53 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 780.00 0.000 0.00 S) 54 NPS 3 SUPPLY LINE (BRIDGE) M 100.0000 40,000.00 170.000 17,000.00 170.000 17,000.00 55 100 MM CONDUIT (FUTURE UTILITY) M 20.0000 8,000.00 0.000 0.00 56 MAINTENANCE VEHICLE PULLOUT EA 5,000.0000 5,000.00 0.800 4,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 140.0000 484,400.00 3,300.000 462,000.00 58 AGGREGATE BASE (APPROACH SLAB) M3 200.0000 7,400.00 0.000 0.00 59 ASPHALT CONCRETE (TYPE B) TONN 87.0000 594,210.00 4,113.000 357,831.00 60 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 150.0000 55,500.00 137.850 20,677.50 AREA) 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 50.0000 3,250.00 0.000 0.00 62 SHOULDER RUMBLE STRIP STA 400.0000 8,400.00 0.000 0.00 (AC, ROLLED-IN INDENTATIONS) 63 FURNISH STEEL PIPE PILING (610 MM) M 410.0000 899,950.00 570.900 234,069.00 1,674.130 686,393.30 64 DRIVE STEEL PIPE PILE (610 MM) EA 3,000.0000 369,000.00 18.000 54,000.00 85.000 255,000.00 S) 65 FURNISH PILING (CLASS 625) M 200.0000 74,800.00 181.000 36,200.00 372.000 74,400.00 66 DRIVE PILE (CLASS 625) EA 2,000.0000 40,000.00 20.000 40,000.00 S) 67 FURNISH PILING (CLASS 400) (ALT X) M 160.0000 52,800.00 333.600 53,376.00 500.600 80,096.00 68 DRIVE PILE (CLASS 400) (ALT X) EA 1,500.0000 34,500.00 17.000 25,500.00 25.000 37,500.00 S) 69 PRESTRESSING CAST-IN-PLACE CONCRETE LS 52,000.0000 52,000.00 0.100 5,200.00 0.100 5,200.00 S) 70 SEAL COURSE CONCRETE M3 800.0000 76,000.00 27.700 22,160.00 27.700 22,160.00 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 100,000.00 15.800 7,900.00 150.800 75,400.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 760.0000 1,314,800.00 424.000 322,240.00 494.000 375,440.00 F) 73 STRUCTURAL CONCRETE, RETAINING WALL M3 800.0000 36,000.00 15.000 12,000.00 15.000 12,000.00 F) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 40,000.00 0.000 0.00 F) (TYPE N) 75 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 250,000.00 0.000 0.00 (TYPE R) 76 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 24,000.00 0.000 0.00 F) (TYPE N MODIFIED) PROGRAM CAS145 PAGE 4 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 20,400.00 7.430 8,916.00 F) 78 MINOR CONCRETE (BACKFILL) M3 400.0000 56,000.00 137.040 54,816.00 79 PAVING NOTCH EXTENSION M3 2,500.0000 20,000.00 0.000 0.00 80 DIAPHRAGM BOLSTER EA 2,000.0000 20,000.00 0.000 0.00 81 DRILL AND BOND DOWEL M 70.0000 38,500.00 35.000 2,450.00 82 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 65.0000 9,100.00 0.000 0.00 83 CORE CONCRETE (301 MM - 350 MM) M 200.0000 1,800.00 0.000 0.00 S) 84 JOINT SEAL (MR 40 MM) M 200.0000 2,000.00 0.000 0.00 S) 85 JOINT SEAL (MR 50 MM) M 200.0000 6,400.00 0.000 0.00 S) 86 BAR REINFORCING STEEL (BRIDGE) KG 2.2000 715,000.00 62,651.000 137,832.20 105,600.000 232,320.00 SF) 87 BAR REINFORCING STEEL (RETAINING WALL) KG 2.8000 7,560.00 800.000 2,240.00 800.000 2,240.00 SF) 88 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 208,417.00 0.000 0.00 F) 89 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 18,947.00 0.000 0.00 SF) 90 1524 MM CAST-IN-DRILLED-HOLE M 6,000.0000 42,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 91 ROADSIDE SIGN - ONE POST EA 500.0000 2,000.00 0.000 0.00 92 450 MM REINFORCED CONCRETE PIPE M 300.0000 63,000.00 204.700 61,410.00 93 600 MM REINFORCED CONCRETE PIPE M 300.0000 180,000.00 590.400 177,120.00 94 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,600.0000 36,800.00 0.000 0.00 (CLASS IV) 95 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,600.0000 72,000.00 0.000 0.00 (CLASS V) 96 600 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,500.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 97 600 MM ANCHOR ASSEMBLY EA 400.0000 2,000.00 0.000 0.00 98 900 MM PRECAST CONCRETE PIPE INLET M 400.0000 4,800.00 11.950 4,780.00 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 1,100.00 0.000 0.00 00 ROCK SLOPE PROTECTION M3 100.0000 38,000.00 0.000 0.00 (BACKING NO. 1, METHOD B) 01 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 100.0000 45,000.00 0.000 0.00 02 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 96,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ROCK SLOPE PROTECTION FABRIC M2 8.0000 7,360.00 0.000 0.00 04 MISCELLANEOUS IRON AND STEEL KG 8.0000 20,072.00 1,958.000 15,664.00 SF) 05 MISCELLANEOUS METAL KG 10.0000 21,000.00 0.000 0.00 SF)(RESTRAINER - PIPE TYPE) 06 BRIDGE DECK DRAINAGE SYSTEM KG 14.0000 111,300.00 0.000 0.00 SF) 07 DELINEATOR (CLASS 1) EA 50.0000 1,050.00 10.000 500.00 08 METAL BEAM GUARD RAILING (STEEL POST) M 150.0000 7,500.00 0.000 0.00 S) 09 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 400.0000 17,600.00 0.000 0.00 SF) 10 SINGLE THRIE BEAM BARRIER (STEEL POST) M 200.0000 18,400.00 0.000 0.00 S) 11 TRANSITION RAILING (TYPE STB) EA 1,000.0000 2,000.00 0.000 0.00 S) 12 TRANSITION RAILING (TYPE WB) EA 1,000.0000 2,000.00 0.000 0.00 S) 13 END CAP (TYPE A) EA 500.0000 1,000.00 0.000 0.00 S) 14 END CAP (TYPE TC) EA 500.0000 1,500.00 0.000 0.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 2,000.00 0.000 0.00 S) 16 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 750.00 0.000 0.00 S) 17 CONCRETE BARRIER (TYPE 60C) M 250.0000 275,000.00 1,021.380 255,345.00 18 CONCRETE BARRIER (TYPE 736) M 300.0000 116,700.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 736R) M 300.0000 114,600.00 0.000 0.00 F) 20 THERMOPLASTIC PAVEMENT MARKING M2 100.0000 1,200.00 0.000 0.00 S) 21 THERMOPLASTIC TRAFFIC STRIPE M 1.5000 18,000.00 0.000 0.00 S) (SPRAYABLE) 22 PAINT TRAFFIC STRIPE (2-COAT) M 0.3500 3,202.50 9,506.000 3,327.10 S) 23 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 420.00 11.700 409.50 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 7,040.00 401.000 1,604.00 S) 25 LIGHTING (TEMPORARY) LS 45,000.0000 45,000.00 0.480 21,600.00 S) 26 MODIFY LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.000 0.00 S) (LOCATION 1) 27 MODIFY LIGHTING AND SIGN ILLUMINATION LS 240,000.0000 240,000.00 0.000 0.00 S) (LOCATION 2) 28 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 3,000.0000 3,000.00 0.000 0.00 S) 29 CHANGEABLE MESSAGE SIGN SYSTEM LS 85,000.0000 85,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 MODIFY TRAFFIC MONITORING STATION LS 60,000.0000 60,000.00 0.000 0.00 S) (LOCATION 1) 31 MODIFY TRAFFIC MONITORING STATION LS 50,000.0000 50,000.00 0.000 0.00 S) (LOCATION 2) 32 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 3) 33 MODIFY TRAFFIC MONITORING STATION LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 4) 34 CLOSED CIRCUIT TELEVISION SYSTEM LS 17,000.0000 17,000.00 0.000 0.00 S) (LOCATION 1) 35 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 S) (LOCATION 2) 36 MODIFY WEATHER STATION AND VISIBILITY LS 2,000.0000 2,000.00 0.000 0.00 S) SENSOR (LOCATION 2) 37 MODIFY WEATHER STATION AND VISIBILITY LS 3,000.0000 3,000.00 0.000 0.00 S) SENSOR (LOCATION 1) PROGRAM CAS145 PAGE 7 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-3A1204 TIME 02:33 PM ESTIMATE NO. 07 BID OPENING 10/31/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,195,579.70 6,008,070.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 61,084.35 89,484.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,256,664.05 6,097,555.28 38 MOBILIZATION LS 1210,000.0000 1,210,000.00 0.950 1,149,500.00 ORIGINAL CONTRACT AMOUNT 12,970,163.50 TOTAL WORK COMPLETED 1,256,664.05 7,247,055.28 MATERIALS ON HAND ON SITE 237,126.43 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,005,000.00 -1,005,479.70 TOTAL 251,664.05 6,478,702.01 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 11/30/06 500 01/08/07 01/08/07 01/09/09 156 0 0 0 55% 31% PROGRESS IS SATISFACTORY CCO DEOL, HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/07