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 11/22/06 EST. NO.22 TIME 03:15 PM R.E. NAME: PATEL, JAGDISH 07-201204 --------------------------------------------------------------------------- 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 0075 218.72 E.W. @ F.A.(+) 010606 Y 0145.0 0105-1 -379.04 042706 Y 0272.0 DAO CORRECTING ENTRY 0105-2 379.04 042606 Y 0272.0 DAO CORRECTING ENTRY 0106 379.04 042706 Y 0273.0 0116 118.79 053106 Y 0302.0 0126 60.32 090606 Y 0382.0 0127 107.41 082906 Y 0385.0 0129 162.34 091406 Y 0387.0 002 0008 995.54 E.W. @ F.A.(+) 071805 N 0098.0 0009 570.58 071805 N 0099.0 0014 1,177.04 101105 N 0214.0 0015 2,317.95 101205 N 0215.0 0016 175.33 101205 N 0216.0 0017 560.43 111805 N 0217.0 0020 162.23 112805 N 0220.0 0023 2,861.89 101105 N 0213.0 0024 344.48 081805 N 0100.0 0027 645.51 050806 N 0293.0 0028 1,094.43 050906 N 0294.0 0030 44.85 050506 N 0299.0 0032 297.77 061206 N 0316.0 0033 120.78 061206 N 0317.0 0034 40.79 061306 N 0318.0 0035 191.04 061606 N 0321.0 0036 63.11 061606 N 0322.0 0037 139.59 062106 Y 0325.0 0038 135.24 062606 N 0326.0 0039 846.38 050806 N 0327.0 0040 155.95 050906 N 0328.0 0041 216.92 053006 N 0329.0 0042 283.40 061206 Y 0331.0 0043 293.61 061606 Y 0335.0 0044 829.05 061406 N 0340.0 0045 961.05 062806 Y 0341.0 0046 95.01 062006 Y 0343.0 0048 95.41 050806 Y 0345.0 0049 95.41 050906 Y 0346.0 0051 343.13 062306 Y 0348.0 0052 479.68 070506 Y 0354.0 0053 182.73 070606 Y 0356.0 0054 80.80 071906 Y 0362.0 0055 1,213.73 072506 Y 0364.0 0056 256.44 072106 Y 0366.0 0057 40.86 070606 Y 0369.0 0058 1,445.67 072506 Y 0371.0 0059 1,574.36 062806 Y 0359.0 004 0036 408.26 E.W. @ F.A.(+) 112205 Y 0181.0 015 0004 728.75 E.W. @ F.A.(+) 021606 Y 0421.0 0005 1,278.75 021606 Y 0422.0 0006 866.25 021606 Y 0423.0 0007 660.00 060706 Y 0424.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/22/06 EST. NO.22 TIME 03:15 PM R.E. NAME: PATEL, JAGDISH 07-201204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0008 728.75 060706 Y 0425.0 0009 660.00 060706 Y 0426.0 0010 660.00 090706 Y 0427.0 0011 728.75 090706 Y 0428.0 0012 660.00 090706 Y 0429.0 019 0001 7,705.00 A.C. @ L.S.(+) 112006 N 1 0 020 0001 2,023.88 E.W. @ F.A.(+) 030906 Y 0243.0 022 0001 38,057.98 A.C. @ L.S.(+) 111706 N 0001 0 027 0019 3,063.47 E.W. @ F.A.(+) 083005 Y 0373.0 0022 1,210.41 083005 Y 0376.0 0025 322.03 022806 N 0289.0 0026 322.03 033106 N 0290.0 0027 322.03 043006 N 0291.0 0028 322.03 053106 N 0292.0 031 0002 2,500.00 E.W. @ L.S.(+) 112006 N 001 0 033 0001 1,500.00 A.C. @ L.S.(+) 112006 N 1 0 037 0001 414.87 E.W. @ L.S.(+) 112006 N 0001 0 038 0001 1,634.99 E.W. @ F.A.(+) 121805 Y 0199.0 0003 915.25 121805 N 248.10 048 0002 360.43 E.W. @ F.A.(+) 081006 Y 0379.0 0003 287.20 081006 Y 0380.0 90,815.90 TOTAL THIS ESTIMATE 851,121.03 TOTAL PREVIOUS ESTIMATE 941,936.93 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 11/22/06 EST. NO.22 TIME 03:15 PM R.E. NAME: PATEL, JAGDISH 07-201204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEC 05- MERLI -10,000.00 11 DEC 05- MERLI 10,000.00 13 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 LOCATION PROGRESS ESTIMATE 07-LA-405-38.7/39.4 ----------------- STEVE P RADOS INC IN LOS ANGELES COUNTY IN P O BOX 15128 LOS ANGELES FROM 0.1 KM NORTH OF SANTA ANA CA 927350128 SEPULVEDA BOULEVARD UNCERCROSSING TO 0.3 KM SOUTH OF ROUTE 101 AND 405 SEPARATION FED. AID NO. ACNH-405 -3(50)N ,I-405 -3(50)N REALIGN AND WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.750 11,250.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.040 88,000.00 0.790 1,738,000.00 03 TEMPORARY FENCE M 15.0000 375.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 175,000.0000 175,000.00 0.040 7,000.00 0.740 129,500.00 06 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 0.800 52,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.040 12,000.00 0.760 228,000.00 S) 08 TYPE III BARRICADE EA 100.0000 2,200.00 11.000 1,100.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,560.00 37.000 1,110.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,320.00 0.000 0.00 S) (LEFT IN PLACE) 11 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,000.0000 2,000.00 0.000 0.00 S) 12 TEMPORARY RAILING (TYPE K) M 52.0000 146,120.00 1,566.600 81,463.20 S) 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,000.00 35.000 8,750.00 S) 14 ABANDON INLET EA 550.0000 1,100.00 0.000 0.00 15 ABANDON PIPELINE M 150.0000 8,100.00 0.000 0.00 16 OBLITERATE SURFACING M2 5.0000 900.00 140.000 700.00 17 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 13.500 202.50 229.500 3,442.50 18 REMOVE METAL BEAM GUARD RAILING M 30.0000 15,000.00 509.000 15,270.00 19 REMOVE TRAFFIC STRIPE M 1.2500 12,625.00 2,852.110 3,565.14 20 REMOVE PAVEMENT MARKING M2 25.0000 4,000.00 14.480 362.00 21 REMOVE TRAFFIC STRIPE (YELLOW) M 3.5000 15,050.00 341.000 1,193.50 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 140.0000 1,540.00 0.000 0.00 (YELLOW) PROGRAM CAS145 PAGE 2 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAVEMENT MARKER EA 1.0000 3,250.00 1,299.000 1,299.00 24 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,200.00 32.000 3,200.00 25 REMOVE ROADSIDE SIGN EA 60.0000 780.00 10.000 600.00 (STRAP AND SADDLE BRACKET METHOD) 26 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 0.000 0.00 27 REMOVE PIPE M 200.0000 9,800.00 1.000 200.00 25.600 5,120.00 28 REMOVE MANHOLE EA 800.0000 1,600.00 1.000 800.00 29 REMOVE CATCH BASIN EA 1,800.0000 10,800.00 3.000 5,400.00 30 REMOVE RETAINING WALL M3 60.0000 14,400.00 141.000 8,460.00 31 REMOVE CATCH BASIN (W=1.067 M) EA 700.0000 2,800.00 2.000 1,400.00 32 REMOVE CATCH BASIN (W=2.134 M) EA 1,300.0000 1,300.00 0.000 0.00 33 RELOCATE SIGN STRUCTURE EA 5,000.0000 15,000.00 1.000 5,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 5,740.00 650.000 1,300.00 650.000 1,300.00 S) 35 REMOVE CONCRETE M3 50.0000 14,000.00 84.310 4,215.50 36 REMOVE CONCRETE BARRIER M 50.0000 19,000.00 338.000 16,900.00 37 CAP INLET EA 2,600.0000 2,600.00 0.000 0.00 38 BRIDGE REMOVAL (PORTION) LS 200,000.0000 200,000.00 0.200 40,000.00 1.000 200,000.00 39 CLEARING AND GRUBBING LS 95,700.0000 95,700.00 1.000 95,700.00 40 ROADWAY EXCAVATION M3 35.0000 406,000.00 4,550.910 159,281.85 9,766.590 341,830.65 41 ROADWAY EXCAVATION (TYPE Y) M3 10.0000 31,500.00 1,236.230 12,362.30 (AERIALLY DEPOSITED LEAD) 42 LEAD COMPLIANCE PLAN LS 7,000.0000 7,000.00 0.920 6,440.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 225.0000 267,300.00 1,188.000 267,300.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 246,081.00 540.000 17,820.00 7,457.000 246,081.00 F) 45 STRUCTURE EXCAVATION (TYPE Y) M3 12.0000 89,328.00 6,974.000 83,688.00 F) (AERIALLY DEPOSITED LEAD) 46 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 231,825.00 2,814.000 154,770.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 32.0000 558,080.00 12,544.000 401,408.00 F) 48 IMPORTED BORROW M3 1.0000 20,700.00 0.000 0.00 49 HIGHWAY PLANTING LS 200,000.0000 200,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EROSION CONTROL (BLANKET) M2 3.0000 5,700.00 0.000 0.00 S) 51 PLANT TREE, 610MM BOX EA 200.0000 6,200.00 0.000 0.00 S) 52 TREE WELL, ROOT BARRIER AND PLANTING EA 50.0000 1,550.00 0.000 0.00 S) 53 TREE WELL COVER, TYPE A-1 EA 50.0000 1,650.00 0.000 0.00 S) 54 MAINTAIN EXISTING PLANTED AREAS LS 10,000.0000 10,000.00 0.000 0.00 S) 55 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0.00 S) 56 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 0.300 21,000.00 S) 57 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 12,400.00 31.000 6,200.00 58 150 MM CORRUGATED STEEL PIPE CONDUIT M 80.0000 2,000.00 0.000 0.00 S) (1.63 MM THICK) 59 200 MM CORRUGATED STEEL PIPE CONDUIT M 75.0000 5,250.00 44.800 3,360.00 S) (1.63 MM THICK) 60 CLASS 2 AGGREGATE BASE M3 115.0000 74,750.00 205.100 23,586.50 232.300 26,714.50 61 CLASS 3 AGGREGATE BASE M3 55.0000 265,650.00 2,322.670 127,746.85 62 LEAN CONCRETE BASE M3 160.0000 489,600.00 1,605.130 256,820.80 63 ASPHALT CONCRETE (TYPE B) TONN 60.0000 390,600.00 488.610 29,316.60 2,963.680 177,820.80 64 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 16,200.00 170.010 10,200.60 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 40,000.00 18.760 1,876.00 243.510 24,351.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 475.00 69.000 345.00 67 CONCRETE PAVEMENT M3 220.0000 1,163,800.00 2,193.420 482,552.40 68 REPLACE CONCRETE PAVEMENT M3 660.0000 138,600.00 164.460 108,543.60 (RAPID STRENGTH CONCRETE) 69 SEAL PAVEMENT JOINT M 6.7500 56,565.00 4,527.000 30,557.25 70 SEAL LONGITUDINAL ISOLATION JOINT M 9.5000 12,445.00 0.000 0.00 71 TIE BAR (DRILL AND BOND) EA 28.0000 19,880.00 0.000 0.00 72 GRIND EXISTING CONCRETE M2 10.0000 4,100.00 0.000 0.00 S) PAVEMENT 73 FURNISH STEEL PILING (HP 360 X 132) M 90.0000 226,890.00 2,519.000 226,710.00 74 DRIVE STEEL PILE (HP 360 X 132) EA 1,700.0000 221,000.00 130.000 221,000.00 S) 75 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 190.0000 126,350.00 326.000 61,940.00 326.000 61,940.00 S) PILING 76 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 189,410.00 1,154.000 178,870.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 9,450.00 63.000 9,450.00 S) PILING (SOUND WALL) 78 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 1,204,970.00 6,756.000 1,047,180.00 S) PILING (RETAINING WALL) 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 80 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 252,900.00 640.000 192,000.00 F) 81 STRUCTURAL CONCRETE, BRIDGE M3 575.0000 1,111,475.00 1,353.000 777,975.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL M3 609.0000 3,352,545.00 4,853.000 2,955,477.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 137,000.00 176.000 88,000.00 F) (TYPE N) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 2,900.0000 37,700.00 19.000 55,100.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 101,400.00 23.480 30,524.00 F) 86 CURB OPENING CATCH BASIN (W=4.267 M) EA 7,000.0000 7,000.00 0.000 0.00 87 CURB OPENING CATCH BASIN (W=1.067 M) EA 2,700.0000 2,700.00 0.000 0.00 88 CURB OPENING CATCH BASIN (W=2.134 M) EA 4,000.0000 4,000.00 0.000 0.00 89 CURB OPENING CATCH BASIN WITH 0.9 M EA 4,000.0000 8,000.00 2.000 8,000.00 2.000 8,000.00 WIDE GRATING 90 FRACTURED RIB TEXTURE M2 86.0000 279,156.00 2,268.000 195,048.00 F) 91 DRILL AND BOND DOWEL M 75.0000 3,150.00 0.000 0.00 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 30,000.00 0.000 0.00 S) BULB-TEE GIRDER (30 M-35 M) 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 180,000.00 0.000 0.00 S) BULB-TEE GIRDER (35 M-40 M) 94 FURNISH PRECAST PRESTRESSED CONCRETE EA 38,000.0000 190,000.00 5.000 190,000.00 S) BULB-TEE GIRDER (40 M-45 M) 95 ERECT PRECAST PRESTRESSED CONCRETE EA 9,300.0000 102,300.00 5.000 46,500.00 S) GIRDER 96 SOUND WALL (MASONRY BLOCK) M2 165.0000 132,165.00 801.000 132,165.00 SF) 97 JOINT SEAL (MR 30 MM) M 200.0000 12,800.00 31.000 6,200.00 S) 98 JOINT SEAL (MR 40 MM) M 170.0000 7,310.00 43.000 7,310.00 S) 99 BAR REINFORCING STEEL (BRIDGE) KG 2.1600 767,880.00 322,911.000 697,487.76 SF) 00 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4200 1,409,350.00 833,797.000 1,183,991.74 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.4000 6,828.00 1,865.000 4,476.00 SF) 02 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 77,208.00 0.000 0.00 F) 03 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 9,651.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 5 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 181,674.00 18,774.000 112,644.00 F) 05 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 30,279.00 18,774.000 18,774.00 SF) 06 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 5,850.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,450.0000 33,350.00 0.000 0.00 S) PILE (SIGN FOUNDATION) 08 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 100,800.00 21.000 33,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 300.0000 10,800.00 10.000 3,000.00 10 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 1.000 600.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 2.000 300.00 METHOD) 12 INSTALL SIGN OVERLAY (TEMPORARY) M2 150.0000 5,700.00 12.170 1,825.50 13 INSTALL SIGN OVERLAY M2 500.0000 350.00 0.000 0.00 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 26,600.00 0.000 0.00 15 CLEAN AND PAINT STRUCTURAL STEEL LS 200,000.0000 200,000.00 0.000 0.00 S) (EXISTING BRIDGE) 16 WORK AREA MONITORING LS 50,000.0000 50,000.00 0.000 0.00 S) 17 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 60,000.00 90.400 22,600.00 18 100 MM CURB DRAIN M 25.0000 275.00 11.000 275.00 11.000 275.00 19 300 MM REINFORCED CONCRETE PIPE M 750.0000 4,500.00 2.400 1,800.00 2.400 1,800.00 20 375 MM REINFORCED CONCRETE PIPE M 460.0000 5,520.00 2.900 1,334.00 21 450 MM REINFORCED CONCRETE PIPE M 200.0000 3,600.00 0.000 0.00 22 600 MM REINFORCED CONCRETE PIPE M 390.0000 58,500.00 96.300 37,557.00 23 750 MM REINFORCED CONCRETE PIPE M 500.0000 3,000.00 0.000 0.00 24 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 28,500.00 204.000 10,200.00 25 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 70.0000 8,400.00 15.000 1,050.00 26 900 MM PRECAST CONCRETE PIPE MANHOLE M 370.0000 6,290.00 0.000 0.00 27 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 139,500.00 58.300 26,235.00 98.430 44,293.50 CONSTRUCTION) 28 MINOR CONCRETE (GUTTER) M 60.0000 6,900.00 0.000 0.00 F) 29 MINOR CONCRETE (STAMPED CONCRETE) M2 45.0000 94,050.00 296.620 13,347.90 30 MISCELLANEOUS IRON AND STEEL KG 5.0000 27,675.00 2,176.000 10,880.00 SF) PROGRAM CAS145 PAGE 6 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 7,600.00 0.000 0.00 S) 32 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 0.000 0.00 S) 33 DELINEATOR (CLASS 1) EA 60.0000 3,540.00 0.000 0.00 34 CABLE RAILING M 50.0000 5,750.00 0.000 0.00 SF) 35 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 0.000 0.00 S) 36 CONCRETE BARRIER (TYPE 60) M 130.0000 22,100.00 57.400 7,462.00 37 CONCRETE BARRIER (TYPE 60A) M 180.0000 10,440.00 0.000 0.00 F) 38 CONCRETE BARRIER (TYPE 60C) M 150.0000 57,000.00 -19.200 -2,880.00 0.000 0.00 39 CONCRETE BARRIER (TYPE 60D) M 150.0000 46,650.00 71.000 10,650.00 F) 40 CONCRETE BARRIER (TYPE 60E) M 600.0000 26,400.00 0.000 0.00 41 CONCRETE BARRIER (TYPE 732 MODIFIED) M 250.0000 11,500.00 49.000 12,250.00 F) 42 CONCRETE BARRIER (TYPE 732) M 265.0000 16,960.00 64.000 16,960.00 F) 43 CONCRETE BARRIER (TYPE 732A) M 170.0000 103,530.00 463.000 78,710.00 F) 44 CONCRETE BARRIER (TYPE 732 A MOD) M 180.0000 41,940.00 233.000 41,940.00 F) 45 CONCRETE BARRIER (TYPE 732B) M 340.0000 176,800.00 286.000 97,240.00 46 CONCRETE BARRIER (TYPE 736 MODIFIED) M 575.0000 104,650.00 182.000 104,650.00 F) 47 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 7,350.00 71.950 2,518.25 S) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,300.00 0.000 0.00 S) 49 100 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 9,800.00 479.640 959.28 S) TRAFFIC STRIPE 50 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9000 1,276.00 0.000 0.00 S) 51 200 MM INVERTED PROFILE THERMOPLASTIC M 3.0000 2,910.00 26.000 78.00 S) TRAFFIC STRIPE 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 111.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 53 200 MM INVERTED PROFILE THERMOPLASTIC M 3.0000 2,610.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 3.66 M - 0.92 M) 54 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 675.00 22.000 49.50 S) (BROKEN 1.83 M - 0.30 M) 55 100 MM INVERTED PROFILE THERMOPLASTIC M 2.2500 10,440.00 0.000 0.00 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,340.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 57 100 MM INVERTED PROFILE THERMOPLASTIC M 2.2000 638.00 152.330 335.13 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 7 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 6,890.00 9,504.330 6,177.81 S) 59 PAINT PAVEMENT MARKING M2 50.0000 2,600.00 21.730 1,086.50 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 3,075.00 1,060.000 1,590.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,760.00 853.000 2,559.00 S) 62 MODIFY CITY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 0.040 12,000.00 0.900 270,000.00 S) 63 MODIFY RAMP METERING SYSTEM LS 175,000.0000 175,000.00 0.050 8,750.00 0.300 52,500.00 S) 64 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 0.950 4,750.00 S) 65 REMOVE CITY SIGNAL AND LIGHTING LS 6,000.0000 6,000.00 0.450 2,700.00 0.950 5,700.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.740 222,000.00 S) 67 REMOVE LIGHTING AND SIGN ILLUMINATION LS 4,000.0000 4,000.00 1.000 4,000.00 S) PROGRAM CAS145 PAGE 8 DATE 11/22/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 03:15 PM ESTIMATE NO. 22 BID OPENING 01/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 11/22/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 499,403.45 15,030,719.46 ADJUSTMENT OF COMPENSATION 47,262.98 653,296.17 EXTRA WORK 43,552.92 288,640.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 590,219.35 15,972,656.39 68 MOBILIZATION LS 2350,000.0000 2,350,000.00 1.000 2,350,000.00 ORIGINAL CONTRACT AMOUNT 23,673,775.00 TOTAL WORK COMPLETED 590,219.35 18,322,656.39 MATERIALS ON HAND ON SITE 512,783.10 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 590,219.35 18,835,439.49 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 03/18/05 784 04/04/05 04/04/05 04/25/07 379 30 0 0 74% 71% PROGRESS IS SATISFACTORY PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 DATE 11/22/06