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 11/10/10 EST. NO.10 TIME 12:34 PM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/10/10 EST. NO.10 TIME 12:34 PM R.E. NAME: MONEMZADEH, FAROKH 04-0A18U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-COMP W/DFG PRMT -5,000.00 09 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 04-SON-101-8.9/13.9 ------------------------------ GHILOTTI CONST., INC IN SONOMA COUNTY IN AND NEAR COTATI 246 GHILOTTI AVE AND ROHNERT PARK FROM 2.8 KM SOUTH SANTA ROSA CA 95407 OF RAILROAD AVENUE UNDERCROSSING TO ROHNERT PARK EXPRESSWAY OC FED. AID NO. N O N E WIDEN HIGHWAY AND 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 25,000.0000 25,000.00 0.500 12,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 2,750.00 1.000 250.00 03 TIME-RELATED OVERHEAD LS 500,000.0000 500,000.00 0.599 299,500.00 04 TEMPORARY FENCE (TYPE CL-1.8) M 23.0000 40,250.00 1,539.760 35,414.48 05 TEMPORARY FENCE (TYPE ESA) M 6.5000 43,160.00 6,527.000 42,425.50 06 JACKING SUPERSTRUCTURE LS 75,000.0000 75,000.00 0.333 24,975.00 07 300 MM TEMPORARY CULVERT M 205.0000 2,665.00 13.300 2,726.50 08 450 MM TEMPORARY CORRUGATED STEEL PIPE M 182.0000 5,824.00 16.200 2,948.40 09 450 MM TEMPORARY CULVERT M 106.0000 13,780.00 98.900 10,483.40 10 600 MM TEMPORARY CULVERT M 279.0000 837.00 3.300 920.70 11 450 MM TEMPORARY FLARED END SECTION EA 257.0000 771.00 3.000 771.00 12 600 MM TEMPORARY FLARED END SECTION EA 309.0000 309.00 1.000 309.00 13 450 MM TEMPORARY SLOTTED CORRUGATED M 217.0000 431,830.00 0.000 0.00 STEEL PIPE (1.63 MM THICK) 14 300 MM TEMPORARY WELDED STEEL PIPE M 250.0000 3,500.00 14.100 3,525.00 (6.35 MM THICK) 15 TEMPORARY ACTIVE TREATMENT SYSTEM LS 13,000.0000 13,000.00 1.000 13,000.00 16 CONSTRUCTION SITE MANAGEMENT LS 2,250.0000 2,250.00 0.500 1,125.00 17 PREPARE STORM WATER POLLUTION LS 2,570.0000 2,570.00 0.820 2,107.40 PREVENTION PLAN 18 TEMPORARY FIBER ROLL M 6.5000 26,000.00 3,095.070 20,117.96 19 TEMPORARY SILT FENCE M 7.6500 34,807.50 5,646.000 43,191.90 20 TEMPORARY CONCRETE WASHOUT FACILITY EA 485.0000 2,910.00 3.000 1,455.00 21 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 15,000.00 23.000 57,500.00 22 TEMPORARY COVER M2 2.8500 9,690.00 35,422.900 100,955.27 PROGRAM CAS145 PAGE 2 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CHECK DAM M 15.0000 4,500.00 5.000 75.00 24 MOVE-IN/MOVE-OUT EA 550.0000 4,400.00 4.000 2,200.00 (TEMPORARY EROSION CONTROL) 25 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 6,250.00 50.000 6,250.00 26 TEMPORARY CREEK DIVERSION SYSTEM EA 9,000.0000 54,000.00 2.000 18,000.00 27 TEMPORARY HYDRAULIC MULCH M2 1.0500 27,405.00 44,333.000 46,549.65 (BONDED FIBER MATRIX) 28 STREET SWEEPING LS 50,000.0000 50,000.00 0.937 46,850.00 29 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.750 41,250.00 30 TRAFFIC CONTROL SYSTEM LS 375,000.0000 375,000.00 0.450 168,750.00 31 TYPE III BARRICADE EA 45.0000 630.00 0.000 0.00 32 TEMPORARY PAVEMENT MARKING (PAINT) M2 26.0000 29,900.00 81.670 2,123.42 33 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,000.00 67,311.420 26,924.57 34 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 16,800.00 428.000 14,980.00 35 TEMPORARY PAVEMENT MARKER EA 3.5000 32,235.00 3,802.000 13,307.00 36 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.450 36,000.00 37 TEMPORARY RAILING (TYPE K) M 20.0000 1,074,000.00 21,850.000 437,000.00 38 TEMPORARY CRASH CUSHION MODULE EA 205.0000 176,300.00 601.000 123,205.00 39 TEMPORARY RETAINING WALL M2 73.5000 332,220.00 4,270.000 313,845.00 40 ABANDON CULVERT M 50.0000 49,000.00 515.200 25,760.00 41 ABANDON INLET EA 575.0000 12,075.00 15.000 8,625.00 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 REMOVE CHAIN LINK FENCE M 13.1500 24,196.00 1,875.760 24,666.24 44 REMOVE METAL BEAM GUARD RAILING M 21.0000 56,280.00 812.000 17,052.00 45 REMOVE DOUBLE THRIE BEAM BARRIER M 20.0000 157,800.00 4,892.000 97,840.00 46 REMOVE FLARED END SECTION EA 350.0000 1,750.00 0.000 0.00 47 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.2000 22,200.00 15,957.300 19,148.76 STRIPE 48 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 44,520.00 27,246.800 32,696.16 49 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 4,500.00 13.900 347.50 PROGRAM CAS145 PAGE 3 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE PAVEMENT MARKER EA 0.5000 4,070.00 7,561.000 3,780.50 51 REMOVE ROADSIDE SIGN EA 60.0000 6,600.00 3.000 180.00 52 REMOVE SIGN STRUCTURE EA 25,000.0000 100,000.00 0.000 0.00 53 REMOVE OVERSIDE DRAIN EA 1,600.0000 11,200.00 6.000 9,600.00 54 REMOVE CULVERT M 53.0000 25,440.00 105.930 5,614.29 55 REMOVE INLET EA 1,025.0000 24,600.00 12.000 12,300.00 56 REMOVE HEADWALL EA 825.0000 9,900.00 4.000 3,300.00 57 REMOVE MANHOLE EA 2,200.0000 2,200.00 1.000 2,200.00 58 REMOVE BASE AND SURFACING M3 15.0000 56,850.00 0.000 0.00 59 SALVAGE CITY SIGN EA 60.0000 60.00 0.000 0.00 60 RELOCATE HYDRANT EA 4,200.0000 4,200.00 0.000 0.00 61 RESET RAILING LS 5,000.0000 5,000.00 0.000 0.00 62 RELOCATE MAILBOX EA 300.0000 300.00 0.000 0.00 63 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 3,600.00 12.000 1,800.00 64 RELOCATE ROADSIDE SIGN-TWO POST EA 250.0000 3,250.00 5.000 1,250.00 65 ADJUST WATER VALVE COVER TO GRADE EA 365.0000 1,460.00 0.000 0.00 66 ADJUST INLET EA 725.0000 3,625.00 0.000 0.00 67 ADJUST MANHOLE TO GRADE EA 370.0000 3,700.00 0.000 0.00 68 MODIFY INLET EA 875.0000 14,000.00 7.000 6,125.00 69 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3500 86,245.00 8,343.000 19,606.05 70 REMOVE CONCRETE M3 110.0000 33,000.00 75.900 8,349.00 71 CAP INLET EA 650.0000 5,850.00 5.000 3,250.00 72 BRIDGE REMOVAL, LOCATION A LS 275,000.0000 275,000.00 0.200 55,000.00 73 BRIDGE REMOVAL, LOCATION B LS 317,000.0000 317,000.00 0.000 0.00 74 BRIDGE REMOVAL (PORTION), LOCATION A LS 13,000.0000 13,000.00 0.550 7,150.00 75 BRIDGE REMOVAL (PORTION), LOCATION B LS 51,000.0000 51,000.00 0.820 41,820.00 76 BRIDGE REMOVAL (PORTION), LOCATION C LS 113,000.0000 113,000.00 0.820 92,660.00 PROGRAM CAS145 PAGE 4 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 0.775 310,000.00 78 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 79 ROADWAY EXCAVATION M3 19.0000 1,035,500.00 50,875.680 966,637.92 80 ROADWAY EXCAVATION (TYPE Y-1) M3 19.0000 76,570.00 2,716.000 51,604.00 (AERIALLY DEPOSITED LEAD) 81 ROADWAY EXCAVATION (TYPE Y-2) M3 19.0000 321,100.00 13,546.700 257,387.30 (AERIALLY DEPOSITED LEAD) 82 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 83 STRUCTURE EXCAVATION (BRIDGE) M3 115.0000 267,375.00 1,704.000 195,960.00 F) 84 STRUCTURE EXCAVATION (CHANNEL STRUCTURE) M3 90.0000 35,100.00 141.000 12,690.00 F) (TYPE D) 85 STRUCTURE EXCAVATION (RETAINING WALL) M3 36.0000 49,356.00 1,571.000 56,556.00 F) 86 STRUCTURE BACKFILL (BRIDGE) M3 140.0000 183,400.00 600.000 84,000.00 F) 87 STRUCTURE BACKFILL (CHANNEL STRUCTURE) M3 200.0000 55,000.00 137.000 27,400.00 F) 88 STRUCTURE BACKFILL (RETAINING WALL) M3 67.0000 151,487.00 0.000 0.00 F) 89 PERVIOUS BACKFILL MATERIAL M3 150.0000 900.00 0.000 0.00 F) 90 PERVIOUS BACKFILL MATERIAL (RETAINING M3 135.0000 31,725.00 0.000 0.00 F) WALL) 91 SAND BACKFILL M3 151.0000 42,280.00 226.200 34,156.20 92 DITCH EXCAVATION M3 71.0000 39,760.00 226.700 16,095.70 93 EARTH RETAINING STRUCTURE M2 385.0000 1,085,700.00 2,205.000 848,925.00 F) 94 IMPORTED BORROW M3 4.5000 27,585.00 550.000 2,475.00 95 EROSION CONTROL (TYPE D) HA 11,165.0000 66,990.00 0.000 0.00 96 EROSION CONTROL (NETTING) M2 5.9000 230,690.00 0.000 0.00 97 BIOFILTRATION SWALES M2 22.5000 10,575.00 0.000 0.00 98 FIBER ROLLS M 6.2500 29,000.00 1,358.210 8,488.81 99 DRAINAGE INLET PROTECTION EA 125.0000 500.00 0.000 0.00 00 COMPOST, INCORPORATE M2 4.3500 23,794.50 0.000 0.00 01 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 3,850.00 0.000 0.00 02 NPS 3 SUPPLY LINE (BRIDGE) M 215.0000 61,705.00 0.000 0.00 F) 03 75MM CORRUGATED HIGH DENSITY M 35.0000 5,600.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 5 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 200 MM CORRUGATED HIGH DENSITY M 102.0000 9,894.00 45.700 4,661.40 POLYETHYLENE PIPE CONDUIT 05 CLASS 4 AGGREGATE SUBBASE M3 20.0000 1,334,000.00 58,406.580 1,168,131.60 06 CLASS 3 AGGREGATE BASE M3 39.0000 195,780.00 1,891.570 73,771.23 07 LEAN CONCRETE BASE M3 131.0000 3,995,500.00 17,025.170 2,230,297.27 08 HOT MIX ASPHALT TONN 81.0000 7,913,700.00 22,269.980 1,803,868.38 09 HOT MIX ASPHALT (OPEN GRADED) TONN 97.0000 1,513,200.00 0.000 0.00 10 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 115.0000 3,254,500.00 0.000 0.00 11 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.3000 891.00 0.000 0.00 12 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.3000 14,289.00 0.000 0.00 13 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.3000 5,082.00 0.000 0.00 14 PLACE HOT MIX ASPHALT M2 325.0000 4,875.00 0.000 0.00 (MISCELLANEOUS AREA) 15 TACK COAT TONN 988.0000 128,440.00 34.580 34,165.04 16 FURNISH PILING (CLASS 625) M 1,000.0000 57,000.00 0.000 0.00 (ALTERNATIVE "W") 17 DRIVE PILE (CLASS 625)(ALTERNATIVE "W") EA 10,000.0000 80,000.00 0.000 0.00 18 FURNISH PILING (CLASS 625) (ALTERNATIVE M 65.0000 243,490.00 1,289.620 83,825.30 "X") 19 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 2,000.0000 552,000.00 104.000 208,000.00 20 FURNISH PILING (CLASS 400) (ALTERNATIVE M 65.0000 27,430.00 225.110 14,632.15 "X") 21 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 2,000.0000 76,000.00 20.000 40,000.00 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 195.0000 1,127,100.00 0.000 0.00 PILING (SOUND WALL) 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 400.0000 35,200.00 0.000 0.00 PILING (SOUND WALL) 24 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 31,200.00 0.000 0.00 PILING (SOUND WALL) 25 PRESTRESSING CAST-IN-PLACE CONCRETE LS 335,000.0000 335,000.00 0.334 111,890.00 26 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 173,160.00 171.240 61,646.40 F) 27 STRUCTURAL CONCRETE, BRIDGE M3 816.0000 2,756,448.00 1,094.250 892,908.00 F) 28 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 545,350.00 454.000 295,100.00 F) 29 STRUCTURAL CONCRETE, CHANNEL STRUCTURE M3 700.0000 213,500.00 168.600 118,020.00 F) 30 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 264,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 60.000 42,000.00 F) (TYPE N) 32 CLASS 2 CONCRETE (WINGWALL) M3 5,000.0000 5,000.00 0.000 0.00 F) 33 CLASS 2 CONCRETE (BOX CULVERT) M3 1,500.0000 12,000.00 0.000 0.00 F) 34 CLASS 2 CONCRETE (HEADWALL) M3 8,000.0000 48,000.00 0.000 0.00 F) 35 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 169,500.00 62.140 93,210.00 F) 36 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 393,000.00 136.480 204,720.00 F) 37 MINOR CONCRETE (SOUND WALL) M3 1,415.0000 247,625.00 0.000 0.00 F) 38 MINOR CONCRETE (BACKFILL) M3 126.0000 20,790.00 80.896 10,192.90 F) 39 ORNAMENTAL LOGO (GLASCRETE CONCRETE EA 1,500.0000 36,000.00 0.000 0.00 F) MEDALLION 40 DRILL AND BOND DOWEL M 125.0000 26,250.00 101.500 12,687.50 41 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 60.0000 12,240.00 189.000 11,340.00 42 REFINISH BRIDGE DECK M2 500.0000 5,000.00 0.000 0.00 43 CORE CONCRETE (0 - 50 MM) M 1,500.0000 4,500.00 0.000 0.00 44 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 179.0000 837,720.00 0.000 0.00 F) 45 SOUND WALL (MASONRY BLOCK) M2 181.0000 550,783.00 0.000 0.00 F) 46 JOINT SEAL (MR 15 MM) M 265.0000 6,095.00 0.000 0.00 47 JOINT SEAL (MR 40 MM) M 340.0000 48,620.00 0.000 0.00 48 BAR REINFORCING STEEL KG 1.1000 16,358.10 0.000 0.00 F) 49 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 590,240.00 141,910.000 198,674.00 F) 50 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 62,701.50 41,801.000 62,701.50 F) 51 BAR REINFORCING STEEL (CHANNEL KG 1.3000 41,340.00 15,220.000 19,786.00 F) STRUCTURE) 52 BAR REINFORCING STEEL (BOX CULVERT) KG 1.4000 24,595.20 6,526.000 9,136.40 F) 53 BAR REINFORCING STEEL (BARRIER SLAB) KG 1.6000 48,960.00 0.000 0.00 F) 54 BAR REINFORCING STEEL (HEADWALL KG 5.0000 1,100.00 0.000 0.00 F) AND WINGWALL) 55 FURNISH SIGN STRUCTURE (TRUSS) KG 8.3300 716,796.50 0.000 0.00 F) 56 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 43,025.00 0.000 0.00 F) 57 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 116.0000 17,400.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 11,700.00 0.000 0.00 (1.6 MM-UNFRAMED) 59 FURNISH SINGLE SHEET ALUMINUM SIGN M2 95.0000 11,400.00 0.000 0.00 (2.0 MM-UNFRAMED) 60 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 630.00 0.000 0.00 (1.6 MM-FRAMED) 61 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 2,625.00 0.000 0.00 (2.0 MM-FRAMED) 62 1524 MM CAST-IN-DRILLED-HOLE M 4,000.0000 244,000.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 63 METAL (ROADSIDE SIGN) KG 14.0000 448.00 0.000 0.00 64 METAL (SOUNDWALL MOUNTED SIGN) KG 4.0000 1,400.00 0.000 0.00 65 METAL (RAIL MOUNTED SIGN) KG 10.0000 20,300.00 0.000 0.00 66 ROADSIDE SIGN - ONE POST EA 170.0000 15,640.00 0.000 0.00 67 ROADSIDE SIGN - TWO POST EA 350.0000 2,800.00 0.000 0.00 68 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 60.0000 1,020.00 0.000 0.00 METHOD) 69 INSTALL SIGN PANEL ON EXISTING FRAME M2 125.0000 1,625.00 0.000 0.00 70 INSTALL ROADSIDE SIGN EA 1,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 71 PAINT POSTMILE MARKINGS EA 25.0000 2,750.00 0.000 0.00 72 300 MM ALTERNATIVE PIPE CULVERT M 163.0000 16,300.00 0.000 0.00 73 375 MM ALTERNATIVE PIPE CULVERT M 181.0000 3,439.00 14.200 2,570.20 74 450 MM ALTERNATIVE PIPE CULVERT M 186.0000 334,800.00 661.300 123,001.80 75 600 MM ALTERNATIVE PIPE CULVERT M 385.0000 154,000.00 88.700 34,149.50 76 750 MM ALTERNATIVE PIPE CULVERT M 197.0000 2,955.00 11.300 2,226.10 77 900 MM ALTERNATIVE PIPE CULVERT M 272.0000 18,768.00 57.000 15,504.00 78 JACKED 450 MM REINFORCED CONCRETE PIPE M 1,800.0000 360,000.00 171.400 308,520.00 (CLASS III) 79 300 MM CORRUGATED STEEL PIPE M 54.0000 21,060.00 0.000 0.00 80 450 MM CORRUGATED STEEL PIPE M 125.0000 7,375.00 0.000 0.00 (2.77 MM THICK) 81 200 MM PERFORATED PLASTIC M 112.0000 355,040.00 744.600 83,395.20 PIPE UNDERDRAIN 82 200 MM PLASTIC PIPE M 38.0000 12,920.00 71.300 2,709.40 83 CLASS 1 PERMEABLE MATERIAL M3 65.0000 404,950.00 2,685.550 174,560.75 84 300 MM ANCHOR ASSEMBLY EA 125.0000 6,500.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 450 MM ANCHOR ASSEMBLY EA 135.0000 1,080.00 0.000 0.00 86 DRAINAGE INLET MARKER EA 25.0000 450.00 0.000 0.00 87 900 MM CORRUGATED STEEL PIPE INLET M 720.0000 6,480.00 0.600 432.00 (2.77 MM THICK) 88 300 MM WELDED STEEL PIPE (6.35 MM THICK) M 925.0000 3,700.00 0.000 0.00 89 300 MM ALTERNATIVE FLARED END SECTION EA 65.0000 195.00 0.000 0.00 90 450 MM ALTERNATIVE FLARED END SECTION EA 85.0000 1,020.00 2.000 170.00 91 600 MM ALTERNATIVE FLARED END SECTION EA 130.0000 650.00 2.000 260.00 92 GRATE LOCKING DEVICE EA 50.0000 1,150.00 0.000 0.00 93 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 98.0000 70,560.00 115.040 11,273.92 94 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 88.0000 2,464.00 0.000 0.00 95 CONCRETE (CHANNEL LINING) M3 907.0000 66,211.00 19.000 17,233.00 96 SLOPE PAVING (CONCRETE) M3 1,084.0000 96,476.00 0.000 0.00 F) 97 ROCK SLOPE PROTECTION FABRIC M2 0.8000 2,064.00 209.050 167.24 98 MINOR CONCRETE (MISCELLANEOUS M3 475.0000 228,000.00 25.400 12,065.00 CONSTRUCTION) 99 MINOR CONCRETE (MEDIUM BROOM FINISH) M2 51.1000 114,464.00 0.000 0.00 00 MISCELLANEOUS IRON AND STEEL KG 3.0000 89,196.00 1,628.000 4,884.00 F) 01 TREE GRATE EA 850.0000 11,900.00 0.000 0.00 02 MISCELLANEOUS METAL (BRIDGE) KG 40.0000 12,800.00 20.000 800.00 F) 03 CHAIN LINK FENCE (TYPE CL-0.9) M 65.9000 659.00 0.000 0.00 F) 04 CHAIN LINK FENCE (TYPE CL-0.9, M 36.1000 57,760.00 0.000 0.00 VINYL-CLAD) 05 CHAIN LINK FENCE (TYPE CL-1.8) M 54.1500 11,371.50 0.000 0.00 06 CHAIN LINK FENCE (TYPE CL-1.8, M 78.0000 7,020.00 0.000 0.00 VINYL-CLAD) 07 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 0.000 0.00 08 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 4,500.00 0.000 0.00 09 DELINEATOR (CLASS 1) EA 30.0000 5,400.00 0.000 0.00 10 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 169,620.00 0.000 0.00 11 DOUBLE THRIE BEAM BARRIER M 175.0000 1,400.00 0.000 0.00 PROGRAM CAS145 PAGE 9 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TRANSITION RAILING (TYPE WB) EA 220.0000 5,940.00 0.000 0.00 13 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 17,100.00 0.000 0.00 14 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 900.0000 7,200.00 0.000 0.00 15 ALTERNATIVE FLARED TERMINAL SYSTEM EA 750.0000 9,750.00 0.000 0.00 16 CRASH CUSHION (TYPE CAT) EA 10,000.0000 10,000.00 0.000 0.00 17 CRASH CUSHION (TYPE CAT) BACKUP EA 1,000.0000 1,000.00 0.000 0.00 18 CONCRETE BARRIER (TYPE 60) M 134.0000 178,890.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60A) M 164.0000 30,340.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60C) M 165.0000 1,284,030.00 1,066.570 175,984.05 F) 21 CONCRETE BARRIER (TYPE 60D) M 190.0000 38,760.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 60 R) M 726.0000 37,752.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 664.0000 59,096.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE 732 MODIFIED) M 270.0000 68,040.00 0.000 0.00 F) 25 CONCRETE BARRIER (TYPE 732) M 345.0000 9,315.00 0.000 0.00 F) 26 CONCRETE BARRIER (TYPE 736A) M 270.0000 86,670.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 736 MODIFIED) M 300.0000 178,800.00 0.000 0.00 F) 28 CONCRETE BARRIER (TYPE 736SV) M 440.0000 624,360.00 0.000 0.00 F) 29 THERMOPLASTIC PAVEMENT MARKING M2 28.0000 15,400.00 0.000 0.00 30 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 55,100.00 0.000 0.00 31 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 1,656.00 0.000 0.00 32 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,340.00 0.000 0.00 33 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 2,760.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 34 150MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 220.00 0.000 0.00 (BROKEN 2.44M-1.22M) 35 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 225.00 0.000 0.00 (BROKEN 10.98 M - 3.66 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 1,087.50 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 37 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 57.00 0.000 0.00 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 9,820.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 14,070.00 0.000 0.00 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 TRAFFIC OPERATION SYSTEM LS 398,000.0000 398,000.00 0.375 149,250.00 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 44 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 0.000 0.00 45 SIGNAL AND LIGHTING (LOCATION 4) LS 110,000.0000 110,000.00 0.200 22,000.00 46 SIGNAL AND LIGHTING (LOCATION 7) LS 85,000.0000 85,000.00 0.150 12,750.00 47 SIGNAL AND LIGHTING (LOCATION 9) LS 55,000.0000 55,000.00 0.040 2,200.00 48 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 250,000.0000 250,000.00 0.690 172,500.00 49 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.050 4,500.00 (CITY STREET LOCATION 5) 50 SIGNAL AND LIGHTING LS 80,000.0000 80,000.00 0.100 8,000.00 (CITY STREET LOCATION 6) 51 SIGNAL AND LIGHTING (CITY STREET LS 30,000.0000 30,000.00 0.590 17,700.00 LOCATION 8) 52 LIGHTING (STAGE CONSTRUCTION) LS 190,000.0000 190,000.00 0.330 62,700.00 53 LIGHTING AND SIGN ILLUMINATION LS 290,000.0000 290,000.00 0.510 147,900.00 54 HIGHWAY ADVISORY RADIO SYSTEM EA 30,000.0000 30,000.00 0.300 9,000.00 55 INTERCONNECTION CONDUIT AND CONDUCTOR LS 15,000.0000 15,000.00 0.000 0.00 56 VEHICLE SENSOR NODE EA 1,000.0000 24,000.00 0.000 0.00 57 EMERGENCY VEHICLE DETECTION SYSTEM LS 20,000.0000 20,000.00 0.000 0.00 58 DIAL-UP MODEM FOR CHANGABLE MESSAGE EA 2,000.0000 2,000.00 0.000 0.00 SIGN 59 INTEGRATED CAMERA UNIT EA 6,000.0000 42,000.00 0.000 0.00 60 CAMERA CONTROL UNIT (CCU) EA 6,000.0000 42,000.00 0.000 0.00 61 VIDEO ENCODER UNIT (VEU) EA 6,000.0000 42,000.00 0.000 0.00 62 EXTINGUISHABLE MESSAGE SIGN RADIO EA 4,000.0000 12,000.00 0.000 0.00 CONTROLLER ASSEMBLY 63 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,000.0000 56,000.00 0.000 0.00 (LED) 64 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 22,000.00 0.000 0.00 WIRELESS MODEM ASSEMBLY 65 VIDEO IMAGE VEHICLE DETECTION SYSTEM LS 118,000.0000 118,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 66 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 67 DEMOLITION OF BUILDING STRUCTURES LS 47,000.0000 47,000.00 1.000 47,000.00 68 150 MM SEWER PIPE M 100.0000 2,600.00 26.000 2,600.00 69 PHOTOVOLTAIC PANEL STRUCTURE LS 20,000.0000 20,000.00 0.200 4,000.00 PROGRAM CAS145 PAGE 12 DATE 11/10/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A18U4 TIME 12:34 PM ESTIMATE NO. 10 BID OPENING 10/14/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/10 R.E. NAME: MONEMZADEH, FAROKH DATE OF THIS ESTIMATE 11/10/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,819,628.81 ADJUSTMENT OF COMPENSATION 0.00 5,076.83 EXTRA WORK 0.00 364,856.64 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 15,189,562.28 70 MOBILIZATION LS 2245,165.0000 2,245,165.00 0.950 2,132,906.75 ORIGINAL CONTRACT AMOUNT 48,756,304.30 TOTAL WORK COMPLETED 0.00 17,322,469.03 MATERIALS ON HAND ON SITE 495,825.40 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 0.00 17,813,294.43 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 01/06/10 207 04/07/10 04/07/10 03/30/11 104 84 0 0 35% 50% PROGRESS IS SATISFACTORY MONEMZADEH, FAROKH RESIDENT ENGINEER PROGRAM CAS145 DATE 11/10/10