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 05/24/06 EST. NO.16 TIME 10:03 AM 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 0057 206.26 E.W. @ F.A.(+) 112205 Y 0125.0 0059 322.58 112305 Y 0127.0 0064 925.50 052305 N 0229.0 0065 1,210.00 031606 Y 0230.0 0068 128.38 101205 Y 0084.0 0069 126.83 081705 N 0105.0 0071 116.26 122805 Y 0141.0 0072 398.87 123005 Y 0142.0 0073 214.82 010406 Y 0143.0 0074 214.82 010506 Y 0144.0 0076 214.82 010906 Y 0146.0 0077 214.82 011006 Y 0147.0 0078 429.75 011106 Y 0148.0 0079 232.52 011106 Y 0149.0 0080 462.11 011206 Y 0150.0 0081 102.86 011306 Y 0151.0 0082 521.25 012506 Y 0152.0 0083 245.76 012606 Y 0153.0 0084 465.05 012606 Y 0154.0 0085 465.05 012706 Y 0155.0 0086 465.05 013006 Y 0156.0 0087 465.05 013106 Y 0157.0 0088 465.05 020106 Y 0158.0 0089 406.65 020206 Y 0159.0 0090 348.79 020306 Y 0160.0 0091 406.92 020606 Y 0161.0 0092 406.92 020706 Y 0162.0 0093 362.95 022106 Y 0163.0 002 0022 1,947.27 E.W. @ F.A.(+) 101005 N 0212.0 004 0007 819.20 E.W. @ F.A.(+) 111405 Y 0134.0 0008 2,527.88 111505 Y 0135.0 0009 339.32 030606 Y 0233.0 0010 180.28 030706 Y 0234.0 0012 197.39 031606 Y 0236.0 0013 589.55 031706 Y 0237.0 0014 371.10 031706 Y 0238.0 0015 895.39 032706 Y 0239.0 0016 303.96 032706 Y 0240.0 0017 551.60 033006 Y 0241.0 0018 694.18 040506 Y 0242.0 0019 151.19 112205 Y 0136.0 0020 1,478.66 120605 Y 0165.0 0023 949.34 122205 Y 0168.0 0024 500.79 123005 Y 0169.0 0026 1,208.88 011006 Y 0171.0 0027 368.03 011306 Y 0172.0 0028 334.72 011306 Y 0173.0 0029 373.26 012706 Y 0174.0 0030 238.05 022806 Y 0175.0 0031 476.12 030106 Y 0176.0 0032 601.33 030106 Y 0177.0 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 05/24/06 EST. NO.16 TIME 10:03 AM 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 --------------------------------------------------------------------------- 0033 678.48 030206 Y 0178.0 0034 575.18 030306 Y 0179.0 0038 196.60 120205 Y 0183.0 0040 382.86 022706 Y 0185.0 008 0006 217.84 E.W. @ F.A.(+) 051905 Y 0032.0 0007 609.32 121205 Y 0188.0 016 0001 5,453.13 A.C. @ L.S.(+) 052106 N 0001 0 021 0009 3,779.18 E.W. @ F.A.(+) 071905 Y 0054.0 027 0012 263.53 E.W. @ F.A.(+) 083005 Y 0195.0 38,799.30 TOTAL THIS ESTIMATE 740,382.29 TOTAL PREVIOUS ESTIMATE 779,181.59 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 05/24/06 EST. NO.16 TIME 10:03 AM 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 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 0.500 7,500.00 02 TIME-RELATED OVERHEAD LS 2200,000.0000 2,200,000.00 0.040 88,000.00 0.540 1,188,000.00 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 0.540 94,500.00 06 CONSTRUCTION AREA SIGNS LS 65,000.0000 65,000.00 0.750 48,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.040 12,000.00 0.510 153,000.00 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 15.000 450.00 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 146,120.00 828.000 43,056.00 S) 13 TEMPORARY CRASH CUSHION MODULE EA 250.0000 9,000.00 14.000 3,500.00 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 6,900.00 216.000 3,240.00 18 REMOVE METAL BEAM GUARD RAILING M 30.0000 15,000.00 509.000 15,270.00 19 REMOVE TRAFFIC STRIPE M 1.2500 12,625.00 137.000 171.25 1,880.000 2,350.00 20 REMOVE PAVEMENT MARKING M2 25.0000 4,000.00 7.230 180.75 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,250.00 604.000 604.00 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 12.500 2,500.00 28 REMOVE MANHOLE EA 800.0000 1,600.00 1.000 800.00 29 REMOVE CATCH BASIN EA 1,800.0000 10,800.00 2.000 3,600.00 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 0.000 0.00 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 0.000 0.00 S) 35 REMOVE CONCRETE M3 50.0000 14,000.00 1.940 97.00 36 REMOVE CONCRETE BARRIER M 50.0000 19,000.00 0.000 0.00 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 39 CLEARING AND GRUBBING LS 95,700.0000 95,700.00 0.950 90,915.00 40 ROADWAY EXCAVATION M3 35.0000 406,000.00 1,422.030 49,771.05 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 3,887.000 128,271.00 F) 45 STRUCTURE EXCAVATION (TYPE Y) M3 12.0000 89,328.00 5,369.000 64,428.00 F) (AERIALLY DEPOSITED LEAD) 46 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 231,825.00 1,557.000 85,635.00 2,814.000 154,770.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 32.0000 558,080.00 1,540.000 49,280.00 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 9.000 1,800.00 9.000 1,800.00 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 0.000 0.00 S) (1.63 MM THICK) 60 CLASS 2 AGGREGATE BASE M3 115.0000 74,750.00 0.000 0.00 61 CLASS 3 AGGREGATE BASE M3 55.0000 265,650.00 1,203.290 66,180.95 62 LEAN CONCRETE BASE M3 160.0000 489,600.00 680.910 108,945.60 63 ASPHALT CONCRETE (TYPE B) TONN 60.0000 390,600.00 218.760 13,125.60 64 ASPHALT CONCRETE (OPEN GRADED) TONN 60.0000 16,200.00 0.000 0.00 65 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 40,000.00 0.000 0.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 475.00 69.000 345.00 67 CONCRETE PAVEMENT M3 220.0000 1,163,800.00 891.370 196,101.40 68 REPLACE CONCRETE PAVEMENT M3 660.0000 138,600.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 69 SEAL PAVEMENT JOINT M 6.7500 56,565.00 0.000 0.00 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 0.000 0.00 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,111,475.00 116.000 66,700.00 1,342.000 771,650.00 F) 82 STRUCTURAL CONCRETE, RETAINING WALL M3 609.0000 3,352,545.00 4,425.000 2,694,825.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 137,000.00 61.000 30,500.00 61.000 30,500.00 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 15.000 19,500.00 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 0.000 0.00 WIDE GRATING 90 FRACTURED RIB TEXTURE M2 86.0000 279,156.00 2,076.000 178,536.00 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 132,165.00 501.000 82,665.00 SF) 97 JOINT SEAL (MR 30 MM) M 200.0000 12,800.00 0.000 0.00 S) 98 JOINT SEAL (MR 40 MM) M 170.0000 7,310.00 0.000 0.00 S) 99 BAR REINFORCING STEEL (BRIDGE) KG 2.1600 767,880.00 27,768.000 59,978.88 322,911.000 697,487.76 SF) 00 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4200 1,409,350.00 799,400.000 1,135,148.00 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 F) 05 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 30,279.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 19 300 MM REINFORCED CONCRETE PIPE M 750.0000 4,500.00 0.000 0.00 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 90.300 35,217.00 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 0.000 0.00 25 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 70.0000 8,400.00 0.000 0.00 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 0.000 0.00 CONSTRUCTION) 28 MINOR CONCRETE (GUTTER) M 60.0000 6,900.00 0.000 0.00 F) 29 MINOR CONCRETE (STAMPED CONCRETE) M2 45.0000 94,050.00 169.620 7,632.90 30 MISCELLANEOUS IRON AND STEEL KG 5.0000 27,675.00 1,056.000 5,280.00 SF) PROGRAM CAS145 PAGE 6 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 0.000 0.00 39 CONCRETE BARRIER (TYPE 60D) M 150.0000 46,650.00 0.000 0.00 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 3.000 750.00 F) 42 CONCRETE BARRIER (TYPE 732) M 265.0000 16,960.00 0.000 0.00 F) 43 CONCRETE BARRIER (TYPE 732A) M 170.0000 103,530.00 48.000 8,160.00 F) 44 CONCRETE BARRIER (TYPE 732 A MOD) M 180.0000 41,940.00 0.000 0.00 F) 45 CONCRETE BARRIER (TYPE 732B) M 340.0000 176,800.00 162.000 55,080.00 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,137.000 1,389.05 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 3,075.00 260.000 390.00 S) 61 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,760.00 408.000 1,224.00 S) 62 MODIFY CITY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 0.180 54,000.00 0.440 132,000.00 S) 63 MODIFY RAMP METERING SYSTEM LS 175,000.0000 175,000.00 0.020 3,500.00 0.130 22,750.00 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 0.000 0.00 S) 66 MODIFY LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.020 6,000.00 0.320 96,000.00 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 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-201204 TIME 10:03 AM ESTIMATE NO. 16 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 05/20/06 R.E. NAME: PATEL, JAGDISH DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 464,565.13 11,548,247.02 ADJUSTMENT OF COMPENSATION 5,453.13 605,453.13 EXTRA WORK 33,346.17 173,728.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 503,364.43 12,327,428.61 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 503,364.43 14,677,428.61 MATERIALS ON HAND ON SITE 250,448.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 503,364.43 14,927,877.45 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 04/19/07 258 24 0 0 59% 48% PROGRESS IS SATISFACTORY PATEL, JAGDISH RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 05/24/06