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 12/16/08 EST. NO.44 TIME 02:34 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 --------------------------------------------------------------------------- 015 0025 3,011.25 E.W. @ F.A.(+) 072508 Y 1195.0 0026 5,637.50 082208 Y 1196.0 0027 343.75 091608 Y 1197.0 0028 137.50 092108 Y 1198.0 0029 1,045.00 042407 Y 1199.0 0030 660.00 011607 Y 1200.0 094 0002 150,115.89 A.C. @ L.S.(+) 111808 Y 1201.0 160,950.89 TOTAL THIS ESTIMATE 2,343,321.82 TOTAL PREVIOUS ESTIMATE 2,504,272.71 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 12/16/08 EST. NO.44 TIME 02:34 PM R.E. NAME: PATEL, JAGDISH 07-201204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RE-STAKING CHARGES -93,160.00 37 RE-STAKING CHARGES 93,160.00 44 SOLID WASTE -10,000.00 44 83,160.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEC 05- MERLI -10,000.00 11 DEC 05- MERLI 10,000.00 13 SEPT 06 VARIOUS -10,000.00 23 SEPT 06 VARIOUS 10,000.00 24 0.00 0.00 OTHER OUTSTANDING DOCUMENTS DBE -10,000.00 44 -10,000.00 -10,000.00 TOTAL DEDUCTIONS 73,160.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 15,000.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 1.000 2,200,000.00 03 TEMPORARY FENCE M 15.0000 375.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 175,000.0000 175,000.00 1.000 175,000.00 06 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 1.000 65,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 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 45.000 1,350.00 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 1.000 2,000.00 S) 12 TEMPORARY RAILING (TYPE K) M 52.0000 146,120.00 2,329.600 121,139.20 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 2.000 1,100.00 15 ABANDON PIPELINE M 150.0000 8,100.00 51.500 7,725.00 16 OBLITERATE SURFACING M2 5.0000 900.00 140.000 700.00 17 REMOVE CHAIN LINK FENCE M 15.0000 6,900.00 349.500 5,242.50 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 10,599.310 13,249.14 20 REMOVE PAVEMENT MARKING M2 25.0000 4,000.00 124.770 3,119.25 21 REMOVE TRAFFIC STRIPE (YELLOW) M 3.5000 15,050.00 2,274.000 7,959.00 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 140.0000 1,540.00 0.000 0.00 (YELLOW) PROGRAM CAS145 PAGE 2 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,275.000 2,275.00 24 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 4,200.00 39.000 3,900.00 25 REMOVE ROADSIDE SIGN EA 60.0000 780.00 13.000 780.00 (STRAP AND SADDLE BRACKET METHOD) 26 REMOVE SIGN STRUCTURE EA 4,000.0000 32,000.00 8.000 32,000.00 27 REMOVE PIPE M 200.0000 9,800.00 39.000 7,800.00 28 REMOVE MANHOLE EA 800.0000 1,600.00 2.000 1,600.00 29 REMOVE CATCH BASIN EA 1,800.0000 10,800.00 5.000 9,000.00 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 5.000 3,500.00 32 REMOVE CATCH BASIN (W=2.134 M) EA 1,300.0000 1,300.00 1.000 1,300.00 33 RELOCATE SIGN STRUCTURE EA 5,000.0000 15,000.00 2.000 10,000.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 5,740.00 2,720.670 5,441.34 S) 35 REMOVE CONCRETE M3 50.0000 14,000.00 243.470 12,173.50 36 REMOVE CONCRETE BARRIER M 50.0000 19,000.00 341.000 17,050.00 37 CAP INLET EA 2,600.0000 2,600.00 1.000 2,600.00 38 BRIDGE REMOVAL (PORTION) LS 200,000.0000 200,000.00 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 12,396.670 433,883.45 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 1.000 7,000.00 43 STRUCTURE EXCAVATION (BRIDGE) M3 225.0000 267,300.00 1,185.000 266,625.00 F) 44 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 246,081.00 7,463.000 246,279.00 F) 45 STRUCTURE EXCAVATION (TYPE Y) M3 12.0000 89,328.00 7,444.000 89,328.00 F) (AERIALLY DEPOSITED LEAD) 46 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 231,825.00 4,215.000 231,825.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 32.0000 558,080.00 17,440.000 558,080.00 F) 48 IMPORTED BORROW M3 1.0000 20,700.00 19,732.000 19,732.00 49 HIGHWAY PLANTING LS 200,000.0000 200,000.00 1.000 200,000.00 S) PROGRAM CAS145 PAGE 3 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,700.00 585.340 1,756.02 S) 51 PLANT TREE, 610MM BOX EA 200.0000 6,200.00 27.000 5,400.00 S) 52 TREE WELL, ROOT BARRIER AND PLANTING EA 50.0000 1,550.00 27.000 1,350.00 S) 53 TREE WELL COVER, TYPE A-1 EA 50.0000 1,650.00 27.000 1,350.00 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 0.048 1,440.00 1.000 30,000.00 S) 56 IRRIGATION SYSTEM LS 70,000.0000 70,000.00 1.000 70,000.00 S) 57 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 12,400.00 62.000 12,400.00 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 70.000 5,250.00 S) (1.63 MM THICK) 60 CLASS 2 AGGREGATE BASE M3 115.0000 74,750.00 686.450 78,941.75 61 CLASS 3 AGGREGATE BASE M3 55.0000 265,650.00 4,959.010 272,745.55 62 LEAN CONCRETE BASE M3 160.0000 489,600.00 3,060.000 489,600.00 63 ASPHALT CONCRETE (TYPE B) TONN 60.0000 390,600.00 8,011.720 480,703.20 64 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 16,200.00 285.200 17,112.00 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 40,000.00 374.610 37,461.00 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 5,290.000 1,163,800.00 68 REPLACE CONCRETE PAVEMENT M3 660.0000 138,600.00 178.110 117,552.60 (RAPID STRENGTH CONCRETE) 69 SEAL PAVEMENT JOINT M 6.7500 56,565.00 7,453.000 50,307.75 70 SEAL LONGITUDINAL ISOLATION JOINT M 9.5000 12,445.00 1,185.000 11,257.50 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 126,350.00 648.000 123,120.00 S) PILING 76 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 189,410.00 1,197.000 185,535.00 S) PILING PROGRAM CAS145 PAGE 4 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,774.000 1,204,970.00 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 252,900.00 843.000 252,900.00 F) 81 STRUCTURAL CONCRETE, BRIDGE M3 575.0000 1,111,475.00 1,943.000 1,117,225.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL M3 609.0000 3,352,545.00 5,508.000 3,354,372.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 137,000.00 274.000 137,000.00 F) (TYPE N) 84 CLASS 1 CONCRETE (BOX CULVERT) M3 2,900.0000 37,700.00 13.000 37,700.00 F) 85 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 101,400.00 70.000 91,000.00 F) 86 CURB OPENING CATCH BASIN (W=4.267 M) EA 7,000.0000 7,000.00 1.000 7,000.00 87 CURB OPENING CATCH BASIN (W=1.067 M) EA 2,700.0000 2,700.00 1.000 2,700.00 88 CURB OPENING CATCH BASIN (W=2.134 M) EA 4,000.0000 4,000.00 1.000 4,000.00 89 CURB OPENING CATCH BASIN WITH 0.9 M EA 4,000.0000 8,000.00 3.000 12,000.00 WIDE GRATING 90 FRACTURED RIB TEXTURE M2 86.0000 279,156.00 3,246.000 279,156.00 F) 91 DRILL AND BOND DOWEL M 75.0000 3,150.00 42.000 3,150.00 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 30,000.0000 30,000.00 1.000 30,000.00 S) BULB-TEE GIRDER (30 M-35 M) 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 36,000.0000 180,000.00 5.000 180,000.00 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 11.000 102,300.00 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 64.000 12,800.00 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 767,880.00 355,500.000 767,880.00 SF) 00 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4200 1,409,350.00 993,100.000 1,410,202.00 SF) 01 BAR REINFORCING STEEL (BOX CULVERT) KG 2.4000 6,828.00 2,845.000 6,828.00 SF) 02 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 77,208.00 9,651.000 77,208.00 F) 03 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 9,651.00 9,651.000 9,651.00 SF) PROGRAM CAS145 PAGE 5 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 31,139.000 186,834.00 F) 05 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 30,279.00 31,139.000 31,139.00 SF) 06 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 5,850.00 4.500 5,850.00 S) CONCRETE PILE (SIGN FOUNDATION) 07 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,450.0000 33,350.00 23.000 33,350.00 S) PILE (SIGN FOUNDATION) 08 920 MM CAST-IN-DRILLED-HOLE M 1,600.0000 100,800.00 60.600 96,960.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 300.0000 10,800.00 30.000 9,000.00 10 ROADSIDE SIGN - TWO POST EA 600.0000 8,400.00 12.000 7,200.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 4,350.00 29.000 4,350.00 METHOD) 12 INSTALL SIGN OVERLAY (TEMPORARY) M2 150.0000 5,700.00 52.670 7,900.50 13 INSTALL SIGN OVERLAY M2 500.0000 350.00 0.700 350.00 14 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 26,600.00 190.000 26,600.00 15 CLEAN AND PAINT STRUCTURAL STEEL LS 200,000.0000 200,000.00 1.000 200,000.00 S) (EXISTING BRIDGE) 16 WORK AREA MONITORING LS 50,000.0000 50,000.00 1.000 50,000.00 S) 17 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 60,000.00 250.600 62,650.00 18 100 MM CURB DRAIN M 25.0000 275.00 11.000 275.00 19 300 MM REINFORCED CONCRETE PIPE M 750.0000 4,500.00 6.000 4,500.00 20 375 MM REINFORCED CONCRETE PIPE M 460.0000 5,520.00 11.100 5,106.00 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 58,500.00 139.200 54,288.00 23 750 MM REINFORCED CONCRETE PIPE M 500.0000 3,000.00 6.000 3,000.00 24 80 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 28,500.00 545.000 27,250.00 25 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 70.0000 8,400.00 76.500 5,355.00 26 900 MM PRECAST CONCRETE PIPE MANHOLE M 370.0000 6,290.00 3.700 1,369.00 27 MINOR CONCRETE (MISCELLANEOUS M3 450.0000 139,500.00 340.240 153,108.00 CONSTRUCTION) 28 MINOR CONCRETE (GUTTER) M 60.0000 6,900.00 115.000 6,900.00 F) 29 MINOR CONCRETE (STAMPED CONCRETE) M2 45.0000 94,050.00 1,519.040 68,356.80 30 MISCELLANEOUS IRON AND STEEL KG 5.0000 27,675.00 5,535.000 27,675.00 SF) PROGRAM CAS145 PAGE 6 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,600.00 206.600 8,264.00 S) 32 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 3.000 3,600.00 S) 33 DELINEATOR (CLASS 1) EA 60.0000 3,540.00 0.000 0.00 34 CABLE RAILING M 50.0000 5,750.00 115.000 5,750.00 SF) 35 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 200,000.00 4.000 200,000.00 S) 36 CONCRETE BARRIER (TYPE 60) M 130.0000 22,100.00 174.400 22,672.00 37 CONCRETE BARRIER (TYPE 60A) M 180.0000 10,440.00 58.000 10,440.00 F) 38 CONCRETE BARRIER (TYPE 60C) M 150.0000 57,000.00 291.000 43,650.00 39 CONCRETE BARRIER (TYPE 60D) M 150.0000 46,650.00 311.000 46,650.00 F) 40 CONCRETE BARRIER (TYPE 60E) M 600.0000 26,400.00 145.190 87,114.00 41 CONCRETE BARRIER (TYPE 732 MODIFIED) M 250.0000 11,500.00 46.000 11,500.00 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 103,530.00 604.000 102,680.00 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 176,800.00 518.000 176,120.00 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 7,350.00 279.020 9,765.70 S) 48 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,300.00 4,172.390 8,344.78 S) 49 100 MM INVERTED PROFILE THERMOPLASTIC M 2.0000 9,800.00 1,338.880 2,677.76 S) TRAFFIC STRIPE 50 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.9000 1,276.00 1,370.020 3,973.06 S) 51 200 MM INVERTED PROFILE THERMOPLASTIC M 3.0000 2,910.00 39.000 117.00 S) TRAFFIC STRIPE 52 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 111.00 866.660 2,599.98 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 675.00 141.590 318.58 S) (BROKEN 1.83 M - 0.30 M) 55 100 MM INVERTED PROFILE THERMOPLASTIC M 2.2500 10,440.00 4,750.330 10,688.24 S) TRAFFIC STRIPE (BROKEN 10.98 M - 3.66 M) 56 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 2,340.00 1,537.750 3,459.94 S) (BROKEN 5.18 M - 2.14 M) 57 100 MM INVERTED PROFILE THERMOPLASTIC M 2.2000 638.00 147.830 325.23 S) TRAFFIC STRIPE (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 7 DATE 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,988.220 9,742.34 S) 59 PAINT PAVEMENT MARKING M2 50.0000 2,600.00 107.820 5,391.00 S) 60 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 3,075.00 2,198.000 3,297.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,760.00 1,985.000 5,955.00 S) 62 MODIFY CITY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 1.000 300,000.00 S) 63 MODIFY RAMP METERING SYSTEM LS 175,000.0000 175,000.00 1.000 175,000.00 S) 64 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 S) 65 REMOVE CITY SIGNAL AND LIGHTING LS 6,000.0000 6,000.00 1.000 6,000.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 1.000 300,000.00 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 12/16/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 02:34 PM ESTIMATE NO. 44 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 09/18/08 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 12/16/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,440.00 21,325,574.96 ADJUSTMENT OF COMPENSATION 150,115.89 1,448,548.88 EXTRA WORK 10,835.00 1,055,723.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 162,390.89 23,829,847.67 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 162,390.89 26,179,847.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 73,160.00 -20,000.00 TOTAL 235,550.89 26,159,847.67 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 03/18/05 484 04/04/05 04/04/05 09/18/08 832 43 154 0 100% 100% PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 DATE 12/16/08