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 07/21/11 EST. NO.01 TIME 02:02 PM R.E. NAME: NIKZAD, ALI 04-1E0904 --------------------------------------------------------------------------- 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 07/21/11 EST. NO.01 TIME 02:02 PM R.E. NAME: NIKZAD, ALI 04-1E0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1E0904 TIME 02:02 PM ESTIMATE NO. 01 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 07/21/11 LOCATION PROGRESS ESTIMATE 04-SCL-17-6.9/9.1 ----------------- BAY CITIES PAVING & GRADING, IN SANTA CLARA COUNTY IN LOS GATOS INC FROM 0.4 MILE NORTH OF LOS GATOS 5029 FORNI DRIVE SCHOOL PEDESTRIAN OVER CROSSING TO CONCORD CA 94520 0.1 MILES SOUTH OF ROUTE 17/85 CONNECTOR SEPARATION FED. AID NO. STP-P017(105)E PLACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.500 750.00 0.500 750.00 02 PREPARE WATER POLLUTION CONTROL LS 787.5000 787.50 1.000 787.50 1.000 787.50 PROGRAM 03 TEMPORARY DRAINAGE INLET PROTECTION EA 157.5000 7,087.50 35.000 5,512.50 35.000 5,512.50 04 STREET SWEEPING LS 3,150.0000 3,150.00 0.000 0.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,000.0000 1,000.00 0.000 0.00 06 CONSTRUCTION AREA SIGNS LS 13,755.0000 13,755.00 0.700 9,628.50 0.700 9,628.50 07 TRAFFIC CONTROL SYSTEM LS 76,000.0000 76,000.00 0.050 3,800.00 0.050 3,800.00 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 4,937.0000 4,937.00 0.050 246.85 0.050 246.85 09 NOISE MONITORING LS 250.0000 250.00 0.000 0.00 10 REMOVE METAL BEAM GUARD RAILING LF 4.2000 23,268.00 0.000 0.00 11 REMOVE PAVEMENT MARKER EA 0.6500 2,769.00 0.000 0.00 12 REMOVE ASPHALT CONCRETE DIKE LF 0.1500 2,235.00 0.000 0.00 13 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 156,000.00 0.000 0.00 14 LEAD COMPLIANCE PLAN LS 1,260.0000 1,260.00 0.000 0.00 15 IMPORTED MATERIAL (SHOULDER BACKING) TON 23.7500 24,225.00 0.000 0.00 16 REPLACE ASPHALT CONCRETE SURFACING CY 313.0000 97,030.00 0.000 0.00 17 HOT MIX ASPHALT (TYPE A) TON 73.7500 205,025.00 0.000 0.00 18 HOT MIX ASPHALT (OPEN GRADED) TON 81.0000 571,860.00 0.000 0.00 19 HOT MIX ASPHALT (LEVELING) TON 76.5000 175,950.00 0.000 0.00 20 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 82.0000 1,074,200.00 0.000 0.00 21 PAVEMENT REINFORCING FABRIC SQYD 1.7000 41,650.00 0.000 0.00 22 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 1.0000 580.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1E0904 TIME 02:02 PM ESTIMATE NO. 01 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 DATA CORE LS 7,000.0000 7,000.00 0.000 0.00 24 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 11,300.00 0.000 0.00 25 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 3,080.00 0.000 0.00 26 TACK COAT TON 780.0000 117,000.00 0.000 0.00 27 REPLACE CONCRETE PAVEMENT CY 769.0000 261,460.00 100.000 76,900.00 100.000 76,900.00 (RAPID STRENGTH CONCRETE) 28 CRACK EXISTING CONCRETE PAVEMENT SQYD 1.2500 26,000.00 0.000 0.00 29 GRIND EXISTING CONCRETE PAVEMENT SQYD 34.0000 32,640.00 0.000 0.00 (CONFORM) 30 METAL BEAM GUARD RAILING (WOOD POST) LF 23.1000 115,500.00 0.000 0.00 31 VEGETATION CONTROL (MINOR CONCRETE) SQYD 42.0000 97,440.00 0.000 0.00 32 END ANCHOR ASSEMBLY (TYPE SFT) EA 682.5000 4,095.00 0.000 0.00 33 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,887.5000 5,775.00 0.000 0.00 34 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,887.5000 34,650.00 0.000 0.00 35 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3700 23,310.00 0.000 0.00 36 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 5,512.50 0.000 0.00 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 1,740.80 0.000 0.00 (BROKEN 12-3) 38 THERMOPLASTIC PAVEMENT MARKING SQFT 3.1500 5,796.00 0.000 0.00 39 4" THERMOPLASTIC TRAFFIC STRIPE WHITE LF 0.2100 5,208.00 0.000 0.00 (BROKEN 35-13) 40 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2100 514.50 0.000 0.00 (BROKEN 15-9) 41 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5800 3,760.40 0.000 0.00 42 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.1500 5,953.50 0.000 0.00 43 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,625.0000 2,625.00 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 44 MODIFY INDUCTIVE LOOP DETECTOR LS 37,600.0000 37,600.00 0.000 0.00 (REPLACE) PROGRAM CAS145 PAGE 3 DATE 07/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1E0904 TIME 02:02 PM ESTIMATE NO. 01 BID OPENING 02/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: NIKZAD, ALI DATE OF THIS ESTIMATE 07/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 97,625.35 97,625.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 97,625.35 97,625.35 45 MOBILIZATION LS 300,000.0000 300,000.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 3,592,479.70 TOTAL WORK COMPLETED 97,625.35 97,625.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 97,625.35 97,625.35 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 03/24/11 110 06/21/11 05/23/11 11/04/11 37 4 0 2 3% 32% PROGRESS IS SATISFACTORY NIKZAD, ALI RESIDENT ENGINEER PROGRAM CAS145 DATE 07/21/11