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 11/23/10 EST. NO.01 TIME 06:01 AM R.E. NAME: MARK MENGONI 06-472304 --------------------------------------------------------------------------- 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 11/23/10 EST. NO.01 TIME 06:01 AM R.E. NAME: MARK MENGONI 06-472304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:01 AM ESTIMATE NO. 01 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/23/10 LOCATION RERUN PROGRESS ESTIMATE 06-FRE-180-81.7/82.1 ----------------------- SOUZA CONSTRUCTION IN FRESNO COUNTY NEAR MINKLER FROM P.O. BOX 3810 0.6 MILE EAST OF ALTA AVENUE TO SAN LUIS OBISPO, CA 93403 CRAWFORD AVENUE FED. AID NO. ACNH-P180(55)E ,ACBH-P180(55)E ,NH-P180(55)E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.00 0.000 0.00 02 TEMPORARY FENCE (TYPE ESA) LF 7.0000 6,230.00 890.000 6,230.00 890.000 6,230.00 03 CONSTRUCTION SITE MANAGEMENT LS 3,267.0000 3,267.00 0.038 124.15 0.038 124.15 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.515 515.00 0.515 515.00 PREVENTION PLAN 05 TEMPORARY FIBER ROLL LF 2.4000 26,640.00 3,000.000 7,200.00 3,000.000 7,200.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,296.0000 2,592.00 1.000 1,296.00 1.000 1,296.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 1,720.0000 6,880.00 0.000 0.00 08 TEMPORARY COVER SQYD 4.0000 6,000.00 0.000 0.00 09 STREET SWEEPING LS 8,239.0000 8,239.00 0.038 313.08 0.038 313.08 10 CONSTRUCTION AREA SIGNS LS 3,777.0000 3,777.00 0.611 2,307.75 0.611 2,307.75 11 TRAFFIC CONTROL SYSTEM LS 20,381.0000 20,381.00 0.038 774.48 0.038 774.48 12 TYPE III BARRICADE EA 45.0000 1,080.00 17.000 765.00 17.000 765.00 13 TEMPORARY TRAFFIC STRIPE (TAPE) LF 2.0000 4,600.00 690.000 1,380.00 690.000 1,380.00 14 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 8.0000 1,200.00 150.000 1,200.00 150.000 1,200.00 15 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 868.00 14.000 392.00 14.000 392.00 16 TEMPORARY SIGNAL SYSTEM LS 61,804.0000 61,804.00 0.500 30,902.00 0.500 30,902.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,324.0000 7,324.00 0.038 278.31 0.038 278.31 18 TEMPORARY RAILING (TYPE K) LF 12.0000 23,880.00 1,000.000 12,000.00 1,000.000 12,000.00 19 TEMPORARY CRASH CUSHION MODULE EA 160.0000 8,960.00 28.000 4,480.00 28.000 4,480.00 20 REMOVE MARKER EA 5.0000 40.00 0.000 0.00 21 REMOVE METAL BEAM GUARD RAILING LF 17.0000 3,910.00 115.000 1,955.00 115.000 1,955.00 22 REMOVE ROADSIDE SIGN EA 28.0000 56.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:01 AM ESTIMATE NO. 01 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE DELINEATOR EA 5.0000 15.00 0.000 0.00 24 RESET MAILBOX EA 379.0000 379.00 0.000 0.00 25 RELOCATE ROADSIDE SIGN-ONE POST EA 171.0000 513.00 0.000 0.00 26 RELOCATE ROADSIDE SIGN-TWO POST EA 228.0000 228.00 0.000 0.00 27 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 4,300.00 0.000 0.00 28 BRIDGE REMOVAL LS 22,000.0000 22,000.00 0.225 4,950.00 0.225 4,950.00 29 CLEARING AND GRUBBING LS 3,500.0000 3,500.00 0.500 1,750.00 0.500 1,750.00 30 ROADWAY EXCAVATION CY 31.0000 87,420.00 1,120.000 34,720.00 1,120.000 34,720.00 31 LEAD COMPLIANCE PLAN LS 2,860.0000 2,860.00 1.000 2,860.00 1.000 2,860.00 32 STRUCTURE EXCAVATION (BRIDGE) CY 55.0000 4,235.00 33.500 1,842.50 33.500 1,842.50 F) 33 STRUCTURE EXCAVATION (TYPE D) CY 217.0000 6,510.00 15.000 3,255.00 15.000 3,255.00 F) 34 STRUCTURE BACKFILL (BRIDGE) CY 179.0000 12,530.00 0.000 0.00 F) 35 COMPOST (INCORPORATE) SQYD 3.7900 42,827.00 0.000 0.00 36 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 394.0000 1,182.00 0.000 0.00 37 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.0600 6,120.00 0.000 0.00 38 ROLLED EROSION CONTROL PRODUCT SQFT 0.3400 34,680.00 0.000 0.00 (NETTING) 39 CLASS 2 AGGREGATE BASE CY 28.5000 189,810.00 0.000 0.00 40 HOT MIX ASPHALT (TYPE A) TON 82.0000 240,260.00 0.000 0.00 41 DATA CORE LS 1,144.0000 1,144.00 0.000 0.00 42 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 2,000.00 0.000 0.00 43 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 800.00 0.000 0.00 44 PLACE HOT MIX ASPHALT SQYD 9.0000 6,210.00 0.000 0.00 (MISCELLANEOUS AREA) 45 TACK COAT TON 1,585.0000 5,706.00 0.000 0.00 46 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 101.0000 38,481.00 64.000 6,464.00 64.000 6,464.00 47 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.0000 34,362.00 36.000 7,452.00 36.000 7,452.00 48 24" CAST-IN-DRILLED-HOLE CONCRETE LF 149.0000 8,940.00 15.000 2,235.00 15.000 2,235.00 PILING (ROCK SOCKET) 49 36" CAST-IN-DRILLED-HOLE CONCRETE LF 204.0000 8,160.00 4.000 816.00 4.000 816.00 PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 3 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:01 AM ESTIMATE NO. 01 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURAL CONCRETE, BRIDGE CY 638.0000 264,132.00 0.000 0.00 F) 51 STRUCTURAL CONCRETE, BOX CULVERT CY 1,615.0000 77,520.00 40.000 64,600.00 40.000 64,600.00 F) 52 MINOR CONCRETE (MINOR STRUCTURE) CY 1,135.0000 41,995.00 21.400 24,289.00 21.400 24,289.00 F) 53 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 98,570.40 9,802.000 7,841.60 9,802.000 7,841.60 F) 54 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7000 5,868.80 6,987.000 4,890.90 6,987.000 4,890.90 F) 55 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 320.00 0.000 0.00 (0.063"-UNFRAMED) 56 ROADSIDE SIGN - ONE POST EA 229.0000 1,145.00 0.000 0.00 57 24" REINFORCED CONCRETE PIPE LF 189.0000 14,364.00 76.000 14,364.00 76.000 14,364.00 58 18" CORRUGATED STEEL PIPE (.079" THICK) LF 105.0000 19,950.00 0.000 0.00 59 24" CONCRETE FLARED END SECTION EA 786.0000 1,572.00 2.000 1,572.00 2.000 1,572.00 60 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 55,800.00 0.000 0.00 61 ROCK SLOPE PROTECTION CY 562.0000 674.40 0.000 0.00 (BACKING NO. 2, METHOD B) 62 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 4,250.00 0.000 0.00 63 DELINEATOR (CLASS 1) EA 35.0000 175.00 0.000 0.00 64 OBJECT MARKER (TYPE P) EA 69.0000 276.00 0.000 0.00 65 OBJECT MARKER (TYPE L-1) EA 60.0000 360.00 0.000 0.00 66 TRANSITION RAILING (TYPE WB) EA 3,720.0000 14,880.00 0.000 0.00 67 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,289.0000 9,156.00 0.000 0.00 68 CONCRETE BARRIER (TYPE 80) LF 258.0000 64,242.00 0.000 0.00 F) 69 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,528.00 0.000 0.00 70 THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 492.00 0.000 0.00 71 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 68.00 0.000 0.00 (BROKEN 12-3) 72 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 604.00 0.000 0.00 (BROKEN 36-12) 73 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 560.00 0.000 0.00 74 CONDUIT (BRIDGE) LS 4,000.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-472304 TIME 06:01 AM ESTIMATE NO. 01 BID OPENING 06/30/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/10 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 256,014.77 256,014.77 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 256,014.77 256,014.77 75 MOBILIZATION LS 83,300.0000 83,300.00 0.750 62,475.00 0.750 62,475.00 ORIGINAL CONTRACT AMOUNT 1,731,702.60 TOTAL WORK COMPLETED 318,489.77 318,489.77 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 318,489.77 318,489.77 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 10/26/10 185 11/10/10 11/10/10 08/05/11 7 0 0 0 18% 4% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 11/23/10