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 09/20/10 EST. NO.05 TIME 09:30 AM R.E. NAME: WASHINGTON, MARCUS 04-153404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0009 1,045.59 E.W. @ F.A.(+) 080210 N 0031.0 0010 5,314.31 080310 N 0032.0 004 0001 5,680.08 E.W. @ F.A.(+) 073110 N 0044.0 005 0001 1,342.16 E.W. @ F.A.(+) 070710 N 0023.0 0002 2,368.84 070710 N 0029.0 0003 686.33 061810 N 0007.0 0004 2,670.61 070110 N 0037.0 0005 2,750.54 070210 N 0038.0 21,858.46 TOTAL THIS ESTIMATE 31,983.61 TOTAL PREVIOUS ESTIMATE 53,842.07 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 09/20/10 EST. NO.05 TIME 09:30 AM R.E. NAME: WASHINGTON, MARCUS 04-153404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153404 TIME 09:30 AM ESTIMATE NO. 05 BID OPENING 02/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 09/20/10 LOCATION PROGRESS ESTIMATE 04-SM-280-R20.3/R27.3 ----------------- TOP GRADE CONSTRUCTION, INC IN SAN MATEO COUNTY AT VARIOUS 50 CONTRACTORS STREET LOCATIONS BETWEEN 0.3 MILE SOUTH OF LIVERMORE CA 94551 SAN BRUNO AVENUE TO 0.3 MILE NORTH OF JOHN DALEY BOULEVARD FED. AID NO. ARRA-280 -1(129)E ,L-280 -1(129)E INSTALL RAMP METERING SYSTEMS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 02 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.150 750.00 0.650 3,250.00 03 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.250 875.00 1.000 3,500.00 PREVENTION PLAN 04 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 20,000.00 0.000 0.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 2,125.00 15.000 1,875.00 06 STREET SWEEPING LS 53,000.0000 53,000.00 0.150 7,950.00 0.650 34,450.00 07 TEMPORARY CONCRETE WASHOUT BIN EA 900.0000 1,800.00 0.000 0.00 08 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.700 10,500.00 09 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.150 11,250.00 0.650 48,750.00 10 TYPE III BARRICADE EA 100.0000 300.00 0.000 0.00 11 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2500 11,750.00 3,724.000 4,655.00 5,761.000 7,201.25 12 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 550.00 25.000 550.00 13 TEMPORARY PAVEMENT MARKER EA 16.0000 1,680.00 58.000 928.00 89.000 1,424.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.150 2,250.00 0.650 9,750.00 15 TEMPORARY RAILING (TYPE K) LF 5.0000 35,900.00 2,440.000 12,200.00 4,460.000 22,300.00 16 TEMPORARY CRASH CUSHION MODULE EA 110.0000 3,080.00 28.000 3,080.00 17 TEMPORARY CRASH CUSHION EA 700.0000 5,600.00 3.000 2,100.00 5.000 3,500.00 (TYPE ABSORB 350) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 4,200.00 933.000 1,866.00 1,398.000 2,796.00 STRIPE (HAZARDOUS WASTE) 19 NOISE MONITORING LS 1,000.0000 1,000.00 0.400 400.00 0.650 650.00 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,720.00 922.000 1,383.00 2,329.000 3,493.50 21 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 132.00 0.000 0.00 22 REMOVE CONTRAST TREATMENT SQFT 3.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153404 TIME 09:30 AM ESTIMATE NO. 05 BID OPENING 02/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 106.00 33.000 33.00 24 REMOVE ASPHALT CONCRETE DIKE LF 0.8000 936.00 87.000 69.60 25 REMOVE CULVERT LF 28.0000 3,192.00 76.000 2,128.00 26 REMOVE INLET EA 1,400.0000 9,800.00 4.000 5,600.00 27 REMOVE BASE AND SURFACING CY 40.0000 25,200.00 12.000 480.00 393.000 15,720.00 28 MODIFY INLET TO MANHOLE EA 1,300.0000 2,600.00 2.000 2,600.00 29 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 7,380.00 0.000 0.00 30 REMOVE CONCRETE CURB LF 4.0000 14,720.00 1,557.000 6,228.00 31 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.150 1,500.00 0.650 6,500.00 32 ROADWAY EXCAVATION CY 49.0000 83,300.00 273.000 13,377.00 605.000 29,645.00 33 ROADWAY EXCAVATION (TYPE Z-2) CY 110.0000 195,800.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 34 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 35 STRUCTURE BACKFILL CY 30.0000 67,500.00 0.000 0.00 36 IMPORTED BORROW CY 13.0000 845.00 0.000 0.00 37 EROSION CONTROL (COMPOST BLANKET) CY 45.0000 2,070.00 0.000 0.00 38 FIBER ROLLS LF 3.0000 13,500.00 0.000 0.00 39 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1500 4,425.00 0.000 0.00 40 ROLLED EROSION CONTROL PRODUCT SQFT 0.3000 5,490.00 0.000 0.00 (NETTING) 41 8" PLASTIC PIPE (PR 200) (SUPPLY LINE) LF 200.0000 3,600.00 0.000 0.00 42 HOT MIX ASPHALT (TYPE A) TON 90.0000 340,200.00 1,405.000 126,450.00 1,405.000 126,450.00 43 PAVING ASPHALT (BINDER-PAVEMENT TON 630.0000 8,820.00 0.000 0.00 REINFORCING FABRIC) 44 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 45 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 4,740.00 0.000 0.00 46 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 2,800.00 0.000 0.00 47 PLACE HOT MIX ASPHALT SQYD 1,100.0000 5,500.00 0.000 0.00 (MISCELLANEOUS AREA) 48 MINOR CONCRETE (MINOR STRUCTURE) CY 2,100.0000 27,300.00 0.390 819.00 8.710 18,291.00 F) 49 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 32,300.00 0.000 0.00 F) PROGRAM CAS145 PAGE 3 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153404 TIME 09:30 AM ESTIMATE NO. 05 BID OPENING 02/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 6,460.00 0.000 0.00 F) 51 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,080.00 0.000 0.00 F) (0.063"-UNFRAMED) 52 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 360.00 0.000 0.00 F) (0.080"-UNFRAMED) 53 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 515.0000 16,480.00 0.000 0.00 (SIGN FOUNDATION) 54 ROADSIDE SIGN - ONE POST EA 210.0000 630.00 0.000 0.00 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 74.0000 1,480.00 0.000 0.00 METHOD) 57 8" ALTERNATIVE PIPE CULVERT LF 350.0000 700.00 0.000 0.00 58 15" ALTERNATIVE PIPE CULVERT LF 70.0000 46,200.00 0.000 0.00 59 18" ALTERNATIVE PIPE CULVERT LF 125.0000 1,000.00 0.000 0.00 60 15" REINFORCED CONCRETE PIPE LF 95.0000 3,800.00 0.000 0.00 61 18" REINFORCED CONCRETE PIPE LF 102.0000 17,952.00 239.000 24,378.00 62 MINOR CONCRETE (BACKFILL) CY 165.0000 22,440.00 0.000 0.00 63 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 49,200.00 24.000 28,800.00 24.000 28,800.00 CONSTRUCTION) 64 MISCELLANEOUS IRON AND STEEL LB 2.0000 9,200.00 263.000 526.00 2,124.000 4,248.00 F) 65 METAL BEAM GUARD RAILING (WOOD POST) LF 65.0000 12,350.00 0.000 0.00 66 CONCRETE BARRIER (TYPE 60GC MOD) LF 145.0000 217,500.00 0.000 0.00 67 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 4,640.00 0.000 0.00 68 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,500.00 0.000 0.00 69 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 1,550.00 0.000 0.00 70 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 364.00 0.000 0.00 (BROKEN 36-12) (WHITE) 71 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 868.00 0.000 0.00 (BROKEN 17-7) 72 PAVEMENT MARKER (RETROREFLECTIVE) EA 27.0000 4,590.00 0.000 0.00 73 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 74 TRAFFIC OPERATIONS LS 325,000.0000 325,000.00 0.120 39,000.00 0.630 204,750.00 75 EXTINGUISHABLE MESSAGE SIGN PANEL EA 9,900.0000 19,800.00 0.000 0.00 76 GENERAL PACKET RADIO SYSTEM (GRPS) EA 860.0000 6,020.00 0.000 0.00 WIRELESS MODEM PROGRAM CAS145 PAGE 4 DATE 09/20/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-153404 TIME 09:30 AM ESTIMATE NO. 05 BID OPENING 02/02/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/10 R.E. NAME: WASHINGTON, MARCUS DATE OF THIS ESTIMATE 09/20/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 257,559.00 637,510.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,858.46 53,842.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 279,417.46 691,352.42 77 MOBILIZATION LS 205,000.0000 205,000.00 0.200 41,000.00 0.950 194,750.00 ORIGINAL CONTRACT AMOUNT 2,122,625.00 TOTAL WORK COMPLETED 320,417.46 886,102.42 MATERIALS ON HAND ON SITE 43,009.80 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 320,417.46 929,112.22 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 03/08/10 245 05/03/10 05/03/10 05/31/11 71 27 0 0 39% 29% PROGRESS IS SATISFACTORY WASHINGTON, MARCUS RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 09/20/10