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 12/21/06 EST. NO.17 TIME 02:31 PM R.E. NAME: KAMRAN ABOLFAZLIAN 04-162004 --------------------------------------------------------------------------- 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 0016 248.25 E.W. @ F.A.(+) 053106 N 0119.0 003 0001 5,971.59 E.W. @ F.A.(+) 091505 N 0139.0 004 0001 2,447.50 E.W. @ F.A.(+) 053106 N 0140.0 0001-1 -2,447.50 053106 N 0140.0 DAO CORRECTING ENTRY 0001-2 1,112.50 053106 N 0140.0 DAO CORRECTING ENTRY 005 0024 147.32 E.W. @ F.A.(+) 101906 N 0054.0 0026 1,478.44 102606 N 0055.0 014 0027 449.66 E.W. @ F.A.(+) 080806 N 0113.0 0028 961.88 091806 N 0117.0 0032 689.92 080706 N 0100.1 0033 1,839.13 100406 N 0128.1 015 0004 1,574.77 E.W. @ F.A.(+) 053006 N 0064.0 0006 214.72 052406 N 0118.0 016 0002 10,000.00 E.W. @ L.S.(+) 121906 N 101 0 018 0005 572.95 A.C. @ F.A.(+) 070606 N 0122.1 25,261.13 TOTAL THIS ESTIMATE 448,895.55 TOTAL PREVIOUS ESTIMATE 474,156.68 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 12/21/06 EST. NO.17 TIME 02:31 PM R.E. NAME: KAMRAN ABOLFAZLIAN 04-162004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 LOCATION RERUN PROGRESS ESTIMATE 04-ALA-580-45.8/46.9 ----------------------- R G W CONSTRUCTION INC IN ALAMEDA COUNTY IN OAKLAND FROM 550 GREENVILLE RD 0.3 KM MACARTHUR BOULEVARD ON RAMP LIVERMORE CA 94550-8390 TO DISTRIBUTION STRUCTURE FED. AID NO. ER-1597(4)E CONSTRUCT NEW BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.950 7,600.00 02 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 1.000 400,000.00 03 TEMPORARY FENCE M 16.0000 5,200.00 325.000 5,200.00 04 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 12,000.0000 12,000.00 1.000 12,000.00 06 NON-STORM WATER DISCHARGES LS 65,000.0000 65,000.00 1.000 65,000.00 07 TEMPORARY MULCH M3 10.0000 7,850.00 800.000 8,000.00 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 12,500.00 5.000 12,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 6,000.00 2.000 6,000.00 10 CONSTRUCTION AREA SIGNS LS 5,500.0000 5,500.00 1.000 5,500.00 S) 11 TRAFFIC CONTROL SYSTEM LS 57,000.0000 57,000.00 1.000 57,000.00 S) 12 TYPE III BARRICADE EA 90.0000 180.00 5.000 450.00 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,300.00 172.000 4,300.00 S) 14 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,560.0000 10,240.00 4.000 10,240.00 S) 16 TEMPORARY RAILING (TYPE K) M 80.0000 50,720.00 1,022.000 81,760.00 S) 17 TEMPORARY CRASH CUSHION MODULE EA 2,400.0000 9,600.00 5.000 12,000.00 S) 18 TEMPORARY TRAFFIC SCREEN M 28.0000 13,160.00 598.000 16,744.00 19 REMOVE METAL BEAM GUARD RAILING M 50.0000 4,000.00 80.000 4,000.00 20 REMOVE PAVEMENT MARKING M2 100.0000 1,000.00 11.610 1,161.00 21 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,600.00 2,113.580 4,227.16 22 REMOVE ROADSIDE SIGN EA 75.0000 150.00 2.000 150.00 PROGRAM CAS145 PAGE 2 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 24 REMOVE INLET EA 1,000.0000 3,000.00 3.000 3,000.00 25 REMOVE WALL M 270.0000 43,200.00 157.000 42,390.00 26 SALVAGE METAL BRIDGE RAILING M 50.0000 23,650.00 473.000 23,650.00 27 RECONSTRUCT FENCE M 165.0000 24,750.00 168.180 27,749.70 28 RELOCATE ROADSIDE SIGN (METAL POST) EA 120.0000 120.00 1.000 120.00 29 REMOVE GRATE EA 87.0000 261.00 3.000 261.00 30 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 9,600.00 1,600.000 9,600.00 S) 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 1.000 100,000.00 33 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 34 ROADWAY EXCAVATION M3 120.0000 7,200.00 565.000 67,800.00 35 ROADWAY EXCAVATION (TYPE R) M3 10.0000 12,500.00 1,250.000 12,500.00 36 STRUCTURE EXCAVATION (TYPE DH) M3 126.0000 190,260.00 1,403.800 176,878.80 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 98.0000 59,290.00 567.500 55,615.00 F) 38 DITCH EXCAVATION M3 110.0000 2,750.00 25.000 2,750.00 39 IMPORTED BORROW TONN 15.0000 49,950.00 2,924.000 43,860.00 40 WASTE DISPOSAL (CLASS 1) TONN 75.0000 40,500.00 359.040 26,928.00 41 HAZARDOUS MATERIALS MANAGEMENT REPORT EA 1,350.0000 1,350.00 0.000 0.00 42 HEALTH, SAFETY AND WORK PLAN LS 4,500.0000 4,500.00 1.000 4,500.00 43 HAZARDOUS MATERIALS MANAGEMENT PLAN LS 1,350.0000 1,350.00 1.000 1,350.00 44 ASBESTOS SURVEY LS 4,260.0000 4,260.00 1.000 4,260.00 45 AIR QUALITY PROGRAM LS 10,395.0000 10,395.00 1.000 10,395.00 46 STRAW (EROSION CONTROL) TONN 715.0000 1,716.00 2.400 1,716.00 S) 47 FIBER (EROSION CONTROL) KG 2.0000 722.00 361.000 722.00 S) 48 COMPOST (EROSION CONTROL) M3 600.0000 1,380.00 2.300 1,380.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 80.0000 5,120.00 64.000 5,120.00 S) PROGRAM CAS145 PAGE 3 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 365.00 73.000 365.00 S) 51 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 52 ASPHALT CONCRETE (TYPE A) TONN 80.0000 57,600.00 1,388.420 111,073.60 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 PAVEMENT REINFORCING FABRIC M2 4.0000 6,480.00 0.000 0.00 55 ASPHALTIC EMULSION (PAINT BINDER) TONN 614.0000 1,842.00 3.000 1,842.00 56 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 499,200.00 148.000 473,600.00 S) PILING 57 FURNISH PILING (CLASS 900C) M 60.0000 422,340.00 7,039.000 422,340.00 (ALT "X" MODIFIED) 58 DRIVE PILE (CLASS 900C) EA 1,225.0000 537,775.00 414.000 507,150.00 S) (ALT "X" MODIFIED) 59 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 270.0000 237,600.00 822.400 222,048.00 F) 60 STRUCTURAL CONCRETE, BRIDGE M3 815.0000 1,255,100.00 1,508.700 1,229,590.50 F) 61 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 24,000.00 12.000 24,000.00 F) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 319,200.00 40.000 304,000.00 GIRDER (15 M - 20 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 286,000.00 26.000 286,000.00 GIRDER (20 M - 25 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 600.0000 40,800.00 66.000 39,600.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 100.0000 28,500.00 274.800 27,480.00 66 JOINT SEAL (MR 30 MM) M 95.0000 10,450.00 110.000 10,450.00 S) 67 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 1,036,800.00 568,188.100 1,022,738.58 SF) 68 ROADSIDE SIGN - ONE POST EA 250.0000 1,250.00 5.000 1,250.00 69 ROADSIDE SIGN - TWO POST EA 350.0000 350.00 1.000 350.00 70 CONCRETE (DITCH LINING) M3 800.0000 18,400.00 23.000 18,400.00 71 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 72 MISCELLANEOUS IRON AND STEEL KG 3.0000 1,926.00 642.000 1,926.00 F) 73 INLET GRATE EA 1,500.0000 4,500.00 3.000 4,500.00 S) 74 MISCELLANEOUS METAL KG 16.0000 28,800.00 1,800.000 28,800.00 SF)(RESTRAINER - CABLE TYPE) 75 MISCELLANEOUS METAL (BRIDGE) KG 18.0000 109,800.00 4,629.000 83,322.00 SF) 76 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 BARRIER DELINEATOR EA 30.0000 1,950.00 65.000 1,950.00 78 METAL RAILING M 250.0000 25,000.00 90.000 22,500.00 SF) 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 CONCRETE BARRIER (TYPE 60) M 350.0000 4,200.00 26.000 9,100.00 81 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60 A MODIFIED) M 350.0000 65,100.00 170.000 59,500.00 F) 83 CONCRETE BARRIER (TYPE 60C) M 675.0000 28,350.00 42.000 28,350.00 84 CONCRETE BARRIER (TYPE 732) M 200.0000 92,000.00 414.000 82,800.00 F) 85 CONCRETE BARRIER (TYPE 732A MODIFIED) M 325.0000 52,000.00 160.000 52,000.00 F) 86 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,035.00 2.800 126.00 S) 87 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,400.00 1,679.350 3,358.70 S) 88 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,280.00 729.690 2,189.07 S) 90 PAVEMENT MARKER (NON-REFLECTIVE TYPE A) EA 5.0000 1,000.00 0.000 0.00 S) 91 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 7.0000 602.00 47.000 329.00 S) TYPE H) 92 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 7.0000 434.00 0.000 0.00 S) TYPE C) 93 PAVEMENT MARKER (RETROREFLECTIVE-SPECIAL EA 7.0000 749.00 144.000 1,008.00 S) TYPE G) 94 LIGHTING (STAGE CONSTRUCTION) LS 48,000.0000 48,000.00 1.000 48,000.00 S) 95 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 1.000 70,000.00 S) 96 TRAFFIC OPERATIONS SYSTEM LS 215,000.0000 215,000.00 0.970 208,550.00 S) 97 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 98 EXTINGUISHABLE MESSAGE SIGN PANEL (LED) EA 45,000.0000 135,000.00 3.000 135,000.00 S) 99 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 00 REMOVE ASPHALT CONCRETE M3 129.0000 3,354.00 26.000 3,354.00 01 REMOVE REINFORCED CONCRETE PIPE M 170.0000 3,230.00 18.000 3,060.00 02 MINOR CONCRETE BACKFILL M3 185.0000 370.00 2.000 370.00 03 SHOTCRETE M3 2,000.0000 2,000.00 1.000 2,000.00 F) PROGRAM CAS145 PAGE 5 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM PLASTIC PIPE M 815.0000 2,445.00 2.400 1,956.00 05 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 24,090.00 419.000 27,654.00 06 OBJECT MARKER (TYPE P) EA 75.0000 150.00 0.000 0.00 07 OBJECT MARKER (TYPE R) EA 75.0000 75.00 1.000 75.00 08 CRASH CUSHION (ADIEM) EA 44,000.0000 44,000.00 1.000 44,000.00 09 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,600.00 1,018.800 2,037.60 S) (SPRAYABLE) 10 LONG LEAD-IN CABLE LOOP DETECTOR EA 500.0000 500.00 1.000 500.00 S) SENSOR UNIT 11 GENERAL PACKET RADIO SYSTEM EA 10,000.0000 10,000.00 0.900 9,000.00 S) 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 CONCRETE BARRIER (TYPE 60A) M 240.0000 31,200.00 120.000 28,800.00 F) PROGRAM CAS145 PAGE 6 DATE 12/21/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-162004 TIME 02:31 PM ESTIMATE NO. 17 BID OPENING 05/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/06 R.E. NAME: KAMRAN ABOLFAZLIAN DATE OF THIS ESTIMATE 12/21/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 7,047,270.71 ADJUSTMENT OF COMPENSATION 572.95 155,623.48 EXTRA WORK 24,688.18 318,533.20 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 25,261.13 7,521,427.39 14 MOBILIZATION LS 700,000.0000 700,000.00 1.000 700,000.00 ORIGINAL CONTRACT AMOUNT 7,819,516.00 TOTAL WORK COMPLETED 25,261.13 8,221,427.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 25,261.13 8,221,427.39 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 07/20/05 205 08/08/05 08/04/05 12/29/06 313 30 6 99 98% 100% PROGRESS IS SATISFACTORY KAMRAN ABOLFAZLIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 12/21/06