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HomeMy WebLinkAbout2005 CON Heffler Co - Street Improvements National City Blvd 7th to 12th Street Change Order #1CONTRACT CHANGE ORDER NO. 1 DATE: 7/19/05 PROJECT: National City Boulevard 7t1, to 12t1 Street Improvements, Specification No. 04-12 TO: Patrick Heffler, President Heffler Company, Inc. 1800 McKinley Ave., Suite A National City, CA 91950 DESCRIPTION OF CHANGE: This change order is written to add work item numbers 43, 44 and 45 to the contract shown below). Original Contract Adjusted Contract No Item Unit Bid Qty Unit Price Amount Unit Price Amount 1 Mobilization LS 1 $34,285.00 $34,285.00 $34,285.00 $34,285.00 2 Traffic Stripping and Markings LS 1 $6,048.00 $6,048.00 $6,048.00 $6,048.00 3 Traffic Signage LS 1 $3,325.00 $3325.00 $3,325.00 $3325.00 4 Traffic Control LS 1 $100,000.00 $100,000.00 $100,000.00 $100,000.00 5 Adjust Existing Utilities to Grade LS 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 6 Pollution Control Measures LS 1 $2,500.00 $2,500.00 $2,500.00 $2,500.00 7 Replace Existing Utility to Grade EA 4 $500.00 S2,000.00 $500.00 $2,000.00 8 Clearing and Grubbing LS 1 $5,000.00 S5,000.00 $5,000.00 $5,000.00 9 Removal of Sidewalk and sub -grade SF 2,130 $2.78 $5,921.40 $2.78 $5,921.40 10 Removal of Street Section(up to 6.5" A.C./6" PCC) SF 10,430 $2.69 $28,056.70 $2.69 $28,056.70 11 Removal of Street Section (6.5" A.C.) SF 2,159 $2.34 $5,052.06 $2.34 $5,052.06 12 Removal of Curb and Gutter LF 180 $7.33 $1,319.40 $7.33 $1,319.40 13 Remove existing street light EA 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 14 Digout Street Section (up to 6.5" AC/6" PCC) SF 1,390 $3.84 $5,337.60 $3.84 $5,337.60 15 8" Modified Median Curb LF 2,740 $14.80 $40,552.00 $14.80 $40,552.00 16 6" Type "G" Concrete Curb and Gutter LF 228 $16.31 $3,718.68 $16.31 $3,718.68 17 Class II Agregate Base CY 50 $42.13 $2,106.50 $42.13 $2,106.50 18 Crushed Miscellaneous Base CY 130 $34.03 $4,423.90 $34.03 $4,423.90 19 Dig -out Replacement (5" AC/12" Class II Base) SF 1,130 $6.90 S7,797.00 $6.90 $7,797.00 20 Replacement of AC Section Adjacent to Median (8" AC/4.5" Base) SF 4,1401 $7.74 $32,043.60 $7.74 $32,043.60 21 Pedestrian Ramps EA 2 $1,182.33 $2,364.66 $1,182.33 $2,364.66 22 1 1/2" AC Overlay TON S 230 $100.00 $23,000.00 $100.00 $23,000.00 23 Cold Plane Existing Pavement LF 2,178 $3.12 $6,795.36 $3.12 $6,795.36 Original Contract Adjusted Contract Page 1 CONTRACT CHANGE ORDER NO. 1 No Item Unit Bid Qty Unit Price Amount Unit Price Amount 24 Metal Bollards EA 7 $500.00 $3,500.00 $500.00 $3,500.00 25 Detectable Warning Pavers and Concrete Band LS 1 $2,746.20 $2,746.20 $2,746.20 $2,746.20 26 1" Lrigation Service with 1" Meter and Backflow Preventer LS 1 $2,500.00 $2,500.00 $2,500.00 $2,500.00 27 Trench and Resurface for Irrigation Main Line and Service LF 245 $20.00 $20,817.89 $20.00 $20,817.89 28 Colored Concrete Pavement in Median SF 2,347 $8.87 $26,151.90 $8.87 $26,151.90 29 Sidewalk Unit Pavers SF 2,685 $9.74 $7,749.45 $9.74 $7,749.45 30 Broom Finish Colored Concrete Sidewalk SF 1,013 $7.65 $5,220.00 $7.65 $5,220.00 31 Tree Grate EA 4 $1,305.00 $9,822.30 $1,305.00 $9,822.30 32 Class "A" Topsoil CY 290 $33.87 $14,177.80 $33.87 $14,177.80 33 Tree 36 inch Box EA 20 S708.89 $708.89 34 Palm 20 Foot Brown Trunk Height EA 8 S10,397.67 $83,181.36 $10,397.67 $83,181.36 35 Shrubs-5 Gallon Fine Grade in Landscaped Median EA 1,052 $16.94 $17,820.88 $16.94 $17,820.88 36 Fine Grade in Landscaped Median SF 5,200 $0.30 $1,560.00 $0.30 $1,560.00 37 Mulch CY 30 $44.70 S 1,341.00 $44.70 $1,341.00 38 Root Barrier LF 420 S6.65 $2 793.00 > $6.65 $2,793.00 39 Complete Irrigation System for Trees, shrubs, and Sod LS 1 $56,276.41 $56,276.41 $56,276.41 $56,276.41 40 Soil Test LS 1 S500.00 $500.00 $500.00 $500.00 41 Maintenance (90 Days) LS 1 $2,106.09 $2,106.09 $2,106.09 $2,106.09 42 Traffic Signal and Street Lighting Installation LS 1 $67,700.00 $67,700.00 $67,700.00 $67,700.00 Subtotals $656,011.14 $656,011.14 Extra Work Items 43 Removal and Dumping of Unsuitable Material and Replacement with Class II Base on NCB at 9th St. LS 1 N/A N/A $9,686.25 $9,686.25 44 Removal of Railroad Ties on NCB LS 1 N/A N/A $8,387.22 $8,387.22 45 Additional 1.5" grind, overlay, petromat, traffic loops adjust utilities and striping from 7 to 8th St. and from Plaza to 12th St. on National City Blvd. LS 1 N/A N/A $108,976.47 $108,976.47 Totals $656,011.14 $127,049.94 $783,061.08 DISCUSSION: The lump sum price for Line Item No. 43, Removal and Disposal of Unsuitable Material and Replacement with Class II Base on National City Boulevard at 9tb Street is added at Page 2 CONTRACT CHANGE ORDER NO. 1 the City's request to provide compensation to the contractor for the additional removal and dumping of unsuitable materials encountered at the intersection of 9th Street and National City Blvd. The removal covered and area of 40 by 40 feet and went as far as 3 feet deep. The lump sum price includes labor, equipment, and materials per Exhibit A. The lump sum price for Line Item No. 44, Removal and Disposal of Railroad Ties on National City Boulevard is added at the City's request to provide compensation to the contractor for the additional removal of existing railroad ties found buried in the median of National City Boulevard. Staff contacted Railroad Historic Groups of which one representative came to see the ties and mentioned that they had no historic value, although these are supposed to be the original railroad track ties from the National City and Otay Railway. The lump sum price includes labor, equipment and materials per Exhibit B. The lump sum price for line item No. 45, Additional 1.5" grind, overlay, petromat, traffic loops, adjust utilities and traffic stripping is added at the City's request to provide compensation to the contractor for additional pavement overlay on National City Blvd. from 7th to 8th Streets and Plaza Blvd. to 12th Street along National City Blvd. which have been found to have deteriorated pavement beyond its useful life. This also includes adjustment of utilities to grade. The lump sum price includes labor, equipment, and materials per Exhibit C. CONTRACT ADJUSTMENT: As a result of this change order the contract price is adjusted as follows: 1. The contract price is increased in the amount of $127,049.94 from the current contract price of $656,011.14 to a new contract price of $783,061.08. 2. The contract time is increased by thirty (30) working days. The contract completion date was previously established as Tuesday August 9, 2005. The new contract completion date is therefore established as Thursday, September 22, 2005. This change order shall be considered full compensation for furnishing and installing the materials, labor, tools and equipment, profit, overhead, and all incidentals for performing the work described above. Heffler Company, Inc. will not be entitled to damages or additional payment for delays as described in the 1997 edition of the Standard Specifications for Public Works Construction, Section 6-6.3, for performing the work as described above. Page 3 CONTRACT CHANGE ORDER NO. I RECOMMENDED FOR APPROVAL BY: Alberto Griego, Assocte 9vil gineer APPROVED BY: Dat 0/ctS— Mr. Patrick Heffler, President Date Heffler Company, Inc. LAbi-ft4t. 05 Ms. Gina Tarantino Date Heffler Company, Inc. Stephen M. I rJ. patrick, City Engineer Date Page 4 RESOLUTION 2005 — 142 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY AUTHORIZING THE CITY ENGINEER TO EXECUTE CHANGE ORDER NO.1 TO HEFFLER COMPANY, INC. IN THE AMOUNT OF $127,049.94 FOR THE NATIONAL CITY BOULEVARD 7TH STREET TO 12TH STREET IMPROVEMENTS PROJECT, SPECIFICATION NO. 04-12 WHEREAS, the contract for the National City Boulevard 7th to 12th Street Improvements, Specification No. 04-12 was awarded to Heffler Company, Inc. on March 15, 2005 by Resolution No. 2005-56; and WHEREAS, during the construction of this project unsuitable material was encountered for which extra excavation and materials testing were ordered; railroad ties were discovered under several layers of asphalt and concrete and were required to be removed; and additional grinding and overlay of AC pavements, traffic striping and utility adjustments were requested. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby authorizes the City Engineer to execute Change Order No. 1 with Hefner Company, Inc. in the not to exceed amount of $127,049.94 for the National City Boulevard 7th Street to 12 Street Improvements Project, Specification No. 04-12 PASSED and ADOPTED this 19th day of July, 2005. 4,4 Michael Dalla, 9fty Clerk ATTEST: 1- vpi(j, APPROVED AS TO FORM: George H. Eiser, III City Attorney Passed and adopted by the Council of the City of National City, California, on July 19, 2005, by the following vote, to -wit: Ayes: Councilmembers Inzunza, Morrison, Natividad, Parra, Zarate. Nays: None. Absent: None. Abstain: None. AUTHENTICATED BY: NICK INZUNZA Mayor of the City of National City, California City Clerk of the City of/National City, California By: Deputy I HEREBY CERTIFY that the above and foregoing is a full, true and correct copy of RESOLUTION NO. 2005-142 of the City of National City, California, passed and adopted by the Council of said City July 19, 2005. City Clerk of the City of National City, California By: Deputy City of National City, California COUNCIL AGENDA STATEMENT MEETING DATE July 19, 2005 5 AGENDA ITEM NO. iiTEM TITLE Resolution of the City of National City approving Change Order Number One to Heffler Company, Inc. for National City Blvd. 7th Street to 12U1 Street Improvements, Spec. No. 04-12, in the amount of $127,049.94 for additional removal and disposal of unsuitable material on 9`h St., removal of railroad ties and additional paving overlay on National City Blvd. and authorizing the City Engineer to approve and sign the change order. PREPARED BY Alberto Griego DEPARTMENT Engineering EXT. 4386 EXPLANATION See attached Explanation. L ( Environmental Review N/A MIS Approval Financial Statement The total budget for the project was estimated to be $852,814.48.Approved By: Finance Director Funding for this Change Order is available through the Community Development Commission Account Number 900353. Account No. STAFF RECOMMENDATION Adopt the Resolution. BOARD / COMMISSION RI COMMENDATION N/A ATTACHMENTS ( Listed Below ) Resolution No. ccO 05 L 1. Resolution 2. Contract Change Order No. One 3. Exhibit A, B and C heir A-200 (Rev. 7/03) RE: Resolution of the City of National City approving Change Order Number One to Heffler Company, Inc. for National City Blvd. 7th Street to 12th Street Improvements, Spec. No. 04-12, in the amount of $127,049.94 for additional removal and disposal of unsuitable material on 9th St., removal of railroad ties and additional paving overlay on National City Blvd. and authorizing the City Engineer to approve and sign the change order. Explanation: On March 15, 2005, by resolution No. 2005-56, the City Council awarded a contract in the amount of $656,011.14 to Heffler Company, Inc. for the National City Boulevard 7th Street to 12th Street Improvements, Specification No. 04-12 project. During excavation and removal of existing material for the new sidewalks at National City Boulevard and E. 9th Street unsuitable material was encountered for which extra excavation and materials testing were ordered. The testing confirmed that the existing material was unsuitable and proceeded to remove a 40 foot by 40 foot and 3 feet deep section and replace this with Class II Base Material. Total cost for this item is $9,686.25. Also, during the excavation of the median on National City Boulevard, to install new medians, median curb, and landscaping, existing railroad ties were discovered under several layers of asphalt and concrete. These ties did not contain spikes or tracks which are of historic or recycling value. The ties were removed and disposed of. Total cost for this item is $8,387.22. Additional grinding and overlay of AC pavements, traffic striping and utility adjustment from 7th St. to 8th St. and from Plaza Blvd. to 12th St. along National City Blvd. is requested due to deteriorated conditions of the existing pavement along National City Blvd. Total cost for this item is $108,976.47. Engineering staff is recommending the approval of a change order to Heffler Company, Inc. in the amount of $127,049.94 for the addition of the Removal and Disposal of Unsuitable Material and Replacement with Class II Base, Removal and Disposal of Railroad Ties and Additional AC overlay along National City Blvd. The total amount of Contract Change Order Number One is $127,049.94, increasing the current cost of the project from $656,011.14 to $783,061.08. RESOLUTION 2005 - RESOLUTION OF THE CITY COUNCIL OF THE CITY OF NATIONAL CITY AUTHORIZING THE CITY ENGINEER TO EXECUTE CHANGE ORDER NO.1 IN THE AMOUNT OF $127,049.94 FOR THE NATIONAL CITY BOULEVARD 7TH STREET TO 12TH STREET IMPROVEMENTS PROJECT, SPECIFICATION NO. 04-12 WHEREAS, the contract for the National City Boulevard 7th to 12th Street Improvements, Specification No. 04-12 was awarded to Heffler Company, Inc. on March 15, 2005 by Resolution No. 2005-56; and WHEREAS, during the construction of this project unsuitable material was encountered for which extra excavation and materials testing were ordered; railroad ties were discovered under several layers of asphalt and concrete and were required to be removed; and additional grinding and overlay of AC pavements, traffic striping and utility adjustments were requested. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of National City hereby authorizes the City Engineer to execute Change Order No. 1 with Heffler Company, Inc. in the not to exceed amount of $127,049.94 for the National City Boulevard 7m Street to 12 Street Improvements Project, Specification No. 04-12 PASSED and ADOPTED this 19th day of July, 2005. Nick Inzunza, Mayor ATTEST: Michael Dalla, City Clerk APPROVED AS TO FORM: George H. Eiser, III City Attorney CONTRACT CHANGE ORDER NO. 1 DATE: 7/19/05 PROJECT: National City Boulevard 7th to 12th Street Improvements, Specification No. 04-12 TO: Patrick Heffler, President Heffler Company, Inc. 1800 McKinley Ave., Suite A National City, CA 91950 DESCRIPTION OF CHANGE: This change order is written to add work item numbers 43, 44 and 45 to the contract shown below). Original Contract Adjusted Contract No Item Unit Bid Qty Unit Price Amount Unit Price Amount 1 Mobilization LS 1 $34,285.00 $34,285.00 $34,285.00 $34,285.00 2 Traffic Stripping and Markings LS 1 $6,048.00 $6,048.00 $6,048.00 $6,048.00 3 Traffic Signage LS 1 $3,325.00 $3325.00 $3,325.00 $3325.00 4 Traffic Control LS 1 $100,000.00 $100,000.00 $100,000.00 $100,000.00 5 Adjust Existing Utilities to Grade LS 1 $2,000.00 $2,000.00 $2,000.00 $2,000.00 6 Pollution Control Measures LS 1 $2,500.00 $2,500.00 $2,500.00 $2,500.00 Replace Existing Utility to Grade EA 4 $500.00 $2,000.00 $500.00 $2,000.00 Clearing and Grubbing LS 1 $5,000.00 $5,000.00 $5,000.00 $5,000.00 9 Removal of Sidewalk and sub -grade SF 2,130 $2.78 $5,921.40 $2.78 $5,921.40 10 Removal of Street Section(up to 6.5" A.C./6" PCC) SF 10,430 $2.69 $28,056.70 $2.69 $28,056.70 11 Removal of Street Section (6.5" A.C.) SF 2,159 $2.34 $5,052.06 $2.34 $5,052.06 12 Removal of Curb and Gutter LF 180 $7.33 $1,319.40 $7.33 $1,319.40 13 Remove existing street light EA 1 $1,500.00 $1,500.00 $1,500.00 $1,500.00 14 Digout Street Section (up to 6.5" AC/6" PCC) SF 1,390 $3.84 $5,337.60 $3.84 $5,337.60 15 8" Modified Median Curb LF 2,740 $14.80 $40,552.00 $14.80 $40,552.00 16 6" Type"G" Concrete Curb and Gutter LF 228 $16.31 $3,718.68 $16.31 $3,718.68 17 Class II Agregate Base CY 50 $42.13 $2,106.50 $42.13 $2,106.50 18 Crushed Miscellaneous Base CY 130 $34.03 $4,423.90 $34.03 $4,423.90 19 Dig -out Replacement (5" AC/12" Class II Base) SF 1,130 $6.90 $7,797.00 $6.90 $7,797.00 20 Replacement of AC Section Adjacent to Median (8" AC/4.5" Base) SF 4,1401 $7.74 $32,043.60 $7.74 $32,043.60 21 Pedestrian Ramps EA 2 $1,182.33 $2,364.66 $1,182.33 $2,364.66 22 1 Yz" AC Overlay TON S 230 $100.00 $23,000.00 $100.00 $23,000.00 23 Cold Plane Existing Pavement LF 2,178 $3.12 $6,795.36 $3.12 $6,795.36 Original Contract Adjusted Contract Page I CONTRACT CHANGE ORDER NO. 1 No Item Unit Bid Qty Unit Price Amount Unit Price Amount, _. 24 Metal Bollards EA 7 $500.00 $3,500.00 $500.00 $3,500.00 25 Detectable Warning Pavers and Concrete Band LS 1 $2,746.20 $2,746.20 $2,746.20 $2,746.20 26 1" Irrigation Service with 1" Meter and Backflow Preventer LS 1 $2,500.00 $2,500.00 $2,500.00 $2,500.00 27 Trench and Resurface for Irrigation Main Line and Service LF 245 $20.00 $20,817.89 $20.00 $20,817.89 28 Colored Concrete Pavement in Median SF 2,347 $8.87 $26,151.90 $8.87 $26,151.90 29 Sidewalk Unit Pavers SF 2,685 $9.74 $7,749.45 $9.74 $7,749.45 30 Broom Finish Colored Concrete Sidewalk SF 1,013 $7.65 $5,220.00 $7.65 $5,220.00 31 Tree Grate EA 4 $1,305.00 $9,822.30 $1,305.00 $9,822.30 32 Class "A" Topsoil CY 290 $33.87 $14,177.80 $33.87 $14,177.80 33 Tree 36 Inch Box EA 20 $708.89 $708.89 34 Palm 20 Foot Brown Trunk Height EA 8 $10,397.67 $83,181.36 $10,397.67 $83,181.36 35 Shrubs-5 Gallon Fine Grade in Landscaped Median EA 1,052 $16.94 $17,820.88 $16.94 $17,820.88 36 Fine Grade in Landscaped Median SF 5,200 $0.30 $1,560.00 $0.30 $1,560.00 37 Mulch CY 30 $44.70 $1,341.00 $44.70 $1,341.00 38 Root Barrier LF 420 $6.65 $2,793.00 $6.65 $2,793.00 39 Complete Irrigation System for Trees, shrubs, and Sod LS 1 $56,276.41 $56,276.41 $56,276.41 $56,276.41 40 Soil Test LS 1 $500.00 $500.00 $500.00 $500.0v 41 Maintenance (90 Days) LS 1 $2,106.09 $2,106.09 $2,106.09 $2,106.09 42 Traffic Signal and Street Lighting Installation LS 1 $67,700.00 $67,700.00 $67,700.00 $67,700.00 Subtotals $656,011.14 $656,011.14 Extra Work Items 43 Removal and Dumping of Unsuitable Material and Replacement with Class II Base on NCB at 9th St. LS 1 N/A N/A $9,686.25 $9,686.25 44 Removal of Railroad Ties on NCB LS 1 N/A N/A $8,387.22 $8,387.22 45 Additional 1.5" grind, overlay, petromat, traffic loops adjust utilities and striping from 7 to 8th St. and from Plaza to 12th St. on National City Blvd. LS 1 N/A N/A $108,976.47 $108,976.47 Totals $656,011.14 $127,049.94 $783,061.08 DISCUSSION: The lump sum price for Line Item No. 43, Removal and Disposal of Unsuitable Material and Replacement with Class II Base on National City Boulevard at 9th Street is added at Page 2 CONTRACT CHANGE ORDER NO. 1 the City's request to provide compensation to the contractor for the additional removal and dumping of unsuitable materials encountered at the intersection of 9th Street and National City Blvd. The removal covered and area of 40 by 40 feet and went as far as 3 feet deep. The lump sum price includes labor, equipment, and materials per Exhibit A. The lump sum price for Line Item No. 44, Removal and Disposal of Railroad Ties on National City Boulevard is added at the City's request to provide compensation to the contractor for the additional removal of existing railroad ties found buried in the median of National City Boulevard. Staff contacted Railroad Historic Groups of which one representative came to see the ties and mentioned that they had no historic value, although these are supposed to be the original railroad track ties from the National City and Otay Railway. The lump sum price includes labor, equipment and materials per Exhibit B. The lump sum price for line item No. 45, Additional 1.5" grind, overlay, petromat, traffic loops, adjust utilities and traffic stripping is added at the City's request to provide compensation to the contractor for additional pavement overlay on National City Blvd. from 7th to 8`h Streets and Plaza Blvd. to 12th Street along National City Blvd. which have been found to have deteriorated pavement beyond its useful life. This also includes adjustment of utilities to grade. The lump sum price includes labor, equipment, and materials per Exhibit C. CONTRACT ADJUSTMENT: As a result of this change order the contract price is adjusted as follows: 1. The contract price is increased in the amount of $127,049.94 from the current contract price of $656,011.14 to a new contract price of $783,061.08. 2. The contract time is increased by thirty (30) working days. The contract completion date was previously established as Tuesday August 9, 2005. The new contract completion date is therefore established as Thursday, September 22, 2005. This change order shall be considered full compensation for furnishing and installing the materials, labor, tools and equipment, profit, overhead, and all incidentals for performing the work described above. Heffler Company, Inc. will not be entitled to damages or additional payment for delays as described in the 1997 edition of the Standard Specifications for Public Works Construction, Section 6-6.3, for performing the work as described above. Page 3 CONTRACT CHANGE ORDER NO. 1 RECOMMENDED FOR APPROVAL BY: Alberto Griego, Assoc gineer APPROVED BY: -Jul 17j 2©D5' Dat Mr. Patrick Heffler, President Date Heffler Company, Inc. ,Ca ca t 41' Ms. Gina Tarantino Date Heffler Company, Inc. Stephen M. Kirkpatrick, City Engineer Date Page 4 D RAILROAD TIES REMOVAL IN CONCRETE MEADIANS 0 TASK PROPOSAL PROJECT NAME NATIONAL CITY BLVD. WORKING DAYS 3 ITEM DESCRIPTION SCOPE TOTAL $ 2 T & M TICKET 4/26/05 REMOVAL RAILROAD TIES $ 870.6 3 T & M TICKET 4/27/05 REMOVAL RAILROAD TIES $ 2,288.8 4 T & M TICKET 4/28/05 REMOVAL RAILROAD TIES $ 951.3 $ 1,939.55 5 T & M TICKET 4/29/05 REMOVAL RAILROAD TIES 6 T & M TICKET 5/2/05 REMOVAL RAILROAD TIES $ 1,135.04 7 . $ - 8 $ - 9 $ - 10. • $ - 11. $ - 12 $ - 13 $ - 14 $ - 15 $ - 16 $ - 17 $ - ,., 18 $ - 19 $ - 20 $ - 21 $ - 22 $ - 23 $ - 24 $ - 25 $ - 26 $ - 27 $ - 28 $ 29 $ - 30 $ - 31 SUBTOTAL ITEMS 1 - 30 $ 7,185.45 32 OVERHEAD & MARKUP 15% $ 1,077.82 33 SUBTOTAL INCLUDING OH & P $ 8,263.27 34 BONDS @ 1.5% $ 123.95 35 TOTAL $ 8,387 22 36 FIELD ORDERS / CONTINGENCIES APPROVAL AND NOTICE TO PROCEED BY: HEFFLER COMPANY, INC DATE: BY: NAME & TITLE: NAME & TITLE: 1800 Mckinley Avenue, ste.A National City, Ca.91950 619-336-0800 Fax 619-336-0806 5 I-1 FEELER PROPOSAL WORKSHEET T &'M T[cKET 512'Lf15.; QUANTITIES: LABOR W/BURDEN HRS TRAM PER HOUR EQUIPMENT W/FUEL HRS TOTAL RATE PER HOUR MATERIALS SUBCONTRACTORS 8 8 QTY CLASS RATE QTY TYPE RATE DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 0.5' FOREMAN 50.00 25.00 ` .0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 ' TN 13.50 0.00 . _ 0.00 0 OPERATOR 57.51 0.00 .0 IRR.UTLTY TRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CTB BASE 0 TN 17.65 0.00 0.00 0 IRR.JOURNY 42.01 0.00 0 - 3/4 TN TRK 8.25 0.00 3/4" ROCK 0 TN 16.25 0.00 0.00 1 LAB.GRP.1 41.57 41.57 1 .° FLATBED TRK 22.00 22.00 SE30 SAND 0 TN 17.00 0.00 0.00 _ CONC. MASON 41.98 0.00 0 BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 BLOCK MASON 43.12 0.00 0 10 WHEELER 36.00 0.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 0 BLOCK TENDR. 36.87 0.00 0 H2O TRK 31.25 0.00 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0 IRON WRKR 54.78 0.00 0.5 BACKHOE 28.50 14.25 CONC.COLOR 0 CY 50.00 0.00 0.00 0 GRADE CHKR 45.00 0.00 0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0 0.00 0 SKIPLOADER 23.80 0.00 WWMESH 0 SF 0.35 0.00 0.00 0 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOIL AMENDMNTS 0 SF 0.12 0.00 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 0 0.00 0 950 W LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 0.00 0 0.00 0 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 0 0.00 0 SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0 0.00 0 140G BLADE 125.00 0.00 G.C. FLATS 18"O.C. 0 SF 0.12 0.00 0.00 u 0.00 0 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0.00 0.00 0.00 0 0.00 DRAIN.MATRLS 0 LS 0.00 0.00 0.00 0 0.00 0 0.00 DUMP FEES DEMO 1 EA 312.5 312.48 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 TOTAL LABOR RATE PER HOUR 66.57 TOTAL EQUIP RATE PER HOUR 36.25 SUBTOTAL MATERIALS 312.48 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX 7.75% $ - TOTAL SUBS $ 532.56 $ 290.00 TOTAL $ 312.48 $ - TOTAL LABOR + EQUIPMENT + MATERIALS + SUBS HEFFLER _ DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION I PROJECT NAME DESCRIPTION OF DIRECTED FIELD CHANGE ('-1 7 A /noiiR t 27F ,Peg/L,044 %it, "ie.)/'1_ _/1/4770449L PROJECT NUMBER , g3(1/'e_ K- cc, /73 id// j /U , ,p ✓, 9 L FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) : T & My. IT PRICE, LUMP SUM $ AUTHORIZATION TO PROCEED ; DATE .j Z/ (°) [LABOR CLASS HRS RATE OT HRS. OT RATE TOTAL. / f2 i-emfrn..J �f SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) Y. TOTAL LABOR PLUS BURDEN ( A EQUIPMENT HOURS RATE TOTAL 747 /qrr3, .n 1 TOTAL EQUIPMENT ( B MATERIALS QTY RATE TOTAL OL 1/ ;wee / 8)0 bib /si $a TOTAL MATERIAL + TAX @ % ( C SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D APPROVED FOR PAYMENT SUB-TOTAL(A)+(B)+(C)+(D) HEFFLER SIGNATURE:Ae----, °Io MARKUP ON LABOR (A ) % MARKUP ON EQUIP (8 ) ,f CLIENT SIGNATURE: ',, L., ' " "" _./.,,....-_,_ °Io MARKUP ON MATERIALS (C ) % MARKUP ON SUBS ( D ) DATE: 54 LI� C SUB -TOTAL % BOND & INSURANCE TOTAL WHITE'. TO CLIENT YELLOW, MAIN OFFICE COPY 7 PINK PROJECT MANAGEMENT FILE ! ! QTAYLANDFILL 1700 MAXWELL RD CHULA VISTA CA 91911 000999 CASH AND CHECK CUSTOMER . Contract: CASH COMMERCIAL 00 Gross Weight 20,740.00 LB Stored Tare Weight 14,620.00 LB Net Weight 6,120.00 LB 3.06 TN � /`911 mRID WEIGHwASTER � Rspsnswcs NATIONAL CITY � Inbound — SCALE TICKET x CITY. UNIT osonmprmw RATE 'sunENmuw'� rorxL 3.06 TN 01 SOLID WASTE $52.00 $159°12 $0.00 $159.12 ` 1^00 'LD {} ENVIRONMENTAL FEE $1.54 $1.54 $O.0O $1.54 ~ ^ ` / An Equal Opportunity Employer MIFYDN SIGNATURE j ` OTAY LANDFTLL: 1'700 ilithX1,41.1.., RD C1-4.1..A VISTA CA 91911: (XX)99 CA5.31-1 AND CHEC K C1...k3TC3ME.14,: 1:3ATE: RATE: Gross We 3.gh t 20 „ 400 .. 1 1-1 S-td lAle cith t: 1. i.„ 620., <)0 N•rt, 730 00 1..E1 2., '89 QTY. UNIT rN • (-AR TICKET - GRID WEIGHMASTER flMIN DATESUT. 1.0 ZWEIOU.T . 4:Uri ROLL OFF REFERENCE ORIGIN .1. r1017.. I DESCRIPTION 0 1.. !BOLA I) c RATE 00 $ EXTENSION. $ „ 28 :1. TAX $0„ (.)(;) 1E0 „ Ci() TOTAL • ls 1.50 „ '1; :1. NET AMOUNT cHttP„ 00 CHECK19(77., An Equal Opportunity Employer M/F/DN SIGNATURE QUANTITIES; LABOR W/BURDEN HRS TOTAL PER HOUR EQUIPMENT W/FUEL HRS TOTAL MATERIALS SUBCONTRACTORS 8 8 P R HOUR QTY CLASS RATE QTY TYPE RATE DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 0.63 FOREMAN 50.00 31.25 0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 TN 13.50 • 0.00 0.00 1 OPERATOR 57.51 57.51 0 IRR.UTLTY TRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CTB BASE 0 TN 17.65 0.00 0.00 0 IRR.JOURNY 42.01 0.00 0 3/4 TN TRK 8.25 0.00 3/4" ROCK 0 TN 16.25 0.00 0.00 1.75 LAB.GRP.1 41.57 72.75 1 FLATBED TRK 22.00 22.00 SE30 SAND 0 TN 17.00 0.00 0.00 ^ CONC. MASON 41.98 0.00 0 BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 BLOCK MASON 43.12 0.00 0 10 WHEELER 80.00 0.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 0 BLOCK TENDR. 36.87 0.00 0.38 ACKHOE W BREAKE 56.25 21.09 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0 IRON WRKR 54.78 0.00 0.63 BACKHOE 28.50 17.96 CONC.COLOR 0 CY 50.00 0.00 0.00 0 GRADE CHKR 45.00 0.00 0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0 0.00 0 SKIPLOADER 23.80 0.00 WWMESH 0 SF 0.35 0.00 0.00 0 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOILAMENDMNTS 0 SF 0.12 0.00 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 0 0.00 0 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 0.00 0 0.00 0 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 0 0.00 0 SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0 0.00 0 140G BLADE 125.00 0.00 G.C. FLATS 18"O.C. 0 SF 0.12 0.00 0.00 0.00 0 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0.00 0.00 0.00 0 0.00 DRAIN.MATRLS 0 LS 0.00 0.00 0.00 0 0.00 0 0.00 DUMP FEES DEMO 1 EA 159.1 159.10 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 " 0.00 0 0.00 0 0.00 0 0.00 ' 0.00 TOTAL LABOR RATE PER HOUR 161.51 TOTAL EQUIP RATE PER HOUR 61.05 SUBTOTAL MATERIALS 159.10 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX 7.75% $ - TOTAL SUBS $ 1,292.06 $ 488.39 TOTAL $ 159.10 ; $- TOTAL LABOR EQUIPMENT + MATERIALS + SUBS HEFFLER DAILY EXTRA WORK REPORT,/ FIELD DIRECTIVE AUTHORIZATION PROJECT NAME DESCRIPTION OF DIRECTED FIELD CHANGE A i fro /' / i rn a✓/O- L. C2r i L v/?.O % /C, 5 f/'c)i�i PROJECT NUMBER / (j J/U� y`e-6 C j5z,/fJ et-)jy)o L.) 4-C. /'1_5" - fjo 3 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE : T & M NIT PRICE, LUMP SUM $ AUTHORIZATION TO PROCEED : DATE �j///2 5/0S. LABOR _ CLASS HRS RATE _ OT HRS. OT RATE TOTAL / fl2)2',l?i n,-- S /A % 6/L 3 tA,h oil 3 it--)bof2 'V ')2i1 ro/2 K SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) TOTAL LABOR PLUS BURDEN (A) EQUIPMENT HOURS RATE TOTAL �` 1� :✓'j/Ge p i',%,ikii e t,4 G,)2f./oe. 5" TOTAL EQUIPMENT ( B MATERIALS QTY RATE TOTAL L)imp tf£1�- / /S /o /S- fa TOTAL MATERIAL + TAX @ % ( C SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D ) APPROVED FOR PAYMENT SUB -TOTAL (A)+( B)+ (C) + (D ) HEFFLER SIGNATURE: MARKUP ON LABOR ( A) 4. % MARKUP ON EQUIP (B ) rq CLIENT SIGNATURE:— /' % MARKUP ON MATERIALS (C ) % MARKUP ON SUBS ( D ) d , 7 DATE: Lj�l E? (3 Cr. SUB -TOTAL % BOND & INSURANCE TOTAL WHITE: TO CLIENT YELLOW: MAIN OFFICE COPY // PINK. PROJECT MANAGEMENT FILE OTAY LANDFILL 1".XX) MAXWEa..1... RD CHILA VISTA CA 9 19 :L 000999 o'AND CI-ECK CAJSTOMER Co ryt-i-ac I:, 3 CASH COMMERC Gross -WE-r.i.ght. 20 „ 680.. 00 1...E Stored Tare ?Jeri. gilt, „ 620. 00 LE: Net Aiki•ri. ch -L. 6 „ 060 00 L..0 3., 0:3 TN i1srrE .39 . -mgt. ' 'Z'.6288 7 r: GRID -- WEIGHMASTER ()WEI.. DATE IN ¶. , 29 Al:kr:I. :I. 2.CXY5 TIME IN 1. I: 02:I pm ....:., s';-)1::y• :I. 1 .-2.0(.?:::. TIME gpx, :i. : k.),•.7. pm `11-tIC.i-.V0 a••• : ROLL OFF REFEREI•JCE 1-11EFIM...IM r, . A. ORIGIN NAT1:0i9A1... (.2--1: TY I rit:tourr.:1 •••• •"> OTY. UNIT DESCRIPTION RATE EXTENSION TAX TOTAL ) 'TN1 01, SOL 1: X) 4.1Alm IL. $52., 04:1 -A1.5 / .. 5...'.... .13.(...,„ L)c..,, IL, / ,. !Da 1.., 00 LI) .0 *3- L.NVIRONMENTAL. FEE: ''. cL. 54.- . ', $3. „ !.:54 to. 00 $1., iA NETAMOUNT • 200 e )0 1E, :I 59 . 10 TEN9R5D ,.......) CHANGE CHECK.NCY:1 An Equal Opportunity Employer M/F/DN SIGNATURE 1 H EFFLER PROPOSAL WORKSHEET M K.ET'r4'0/05..• QUANTITIES: LABOR W/BURDEN HRS TOTAL EQUIPMENT W/FUEL HRS TOTAL MATERIALS SUBCONTRACTORS 2.5 PER 2.5 PER QTY CLASS RATE HOUR QTY TYPE RATE HOUR DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 1 FOREMAN 50.00 50.00 0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 TN 13.50 0.00 0.00 1 OPERATOR 57.51 57.51 0 IRR.UTLTY TRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CTB BASE 0 TN 17.65 0.00 0.00 0 IRR.JOURNY _- 42.01 0.00 0 3/4 TN TRK 8.25 0.00 3/4" ROCK 0 TN 16.25 0.00 0.00 4 LAB.GRP 1 . 41.57 166.28 1 FLATBED TRK 22.00 22.00 SE30 SAND 0 TN 17.00 0.00 0.00 `" CONC. MASON 41.98 0.00 0 BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 BLOCK MASON 43.12 0.00 0 10 WHEELER 80.00 0.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 0 BLOCK TENDR. 36.87 0.00 1 ACKHOE W BREAKE 56.25 56.25 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0 IRON WRKR 54.78 0.00 1 BACKHOE 28.50 28.50 CONC.COLOR 0 CY 50.00 0.00 0.00 0 GRADE CHKR 45.00 0.00 0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0 0.00 0 SKIPLOADER 23.80 0.00 WWMESH 0 SF 0.35 0.00 0.00 0 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOIL AMENDMNTS 0 SF 0.12 0.00 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 0 0.00 0 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 0.00 0 0.00 0 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 0 0.00 0 SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0 0.00 0 140G BLADE 125.00 0.00 G.C. FLATS 18"O.C. 0 SF 0.12 0.00 0.00 0.00 0 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0.00 0.00 0.00 0 0.00 DRAIN.MATRLS 0 LS 0.00 0.00 0.00 0 0.00 0 0.00 DUMP FEES DEMO 0 EA 135.0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 = 0.00 0 0.00 0 0.00 0 0.00 " - 0.00 TOTAL LABOR RATE PER HOUR 273.79 TOTAL EQUIP RATE PER HOUR 106.75 SUBTOTAL MATERIALS 0.00 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX 7.75% $ - TOTAL SUBS $ 684.4$ $ 266.88 TOTAL $ $ _ I TOTAL LABOR + EQUIPMENT + MATERIALS + SUBS HEFFLER DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION PROJECT NAME DESCRIPTION OF.DIRECTED FIELD CHANGE a- /(/Mfo, L (,6- ��✓d G if /ZRiG)224 ►/0 /P� , cvr7 PROJECT NUMBER 7:/2.AL/^ai eArie //,4 ,%., J73v,9C OS-- 003 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) : 8 M IT PRICE, LUMP SUM $ _ AUTHORIZATION TO PROCEED : DATE LABOR CLASS HRS RATE OT HRS. OT RATE TOTAL / , &i m r'N .2- 5- 41 /..A.bo2 _2,S 90,72/9. d, 2, SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) % TOTAL LABOR PLUS BURDEN ( A EQUIPMENT HOURS RATE TOTAL /r c//goe h/ Ri^-A14,e 4 2, S /9"q c i.62- e. p,...9it3, ,O TOTAL EQUIPMENT (B ) MATERIALS QTY RATE TOTAL TOTAL MATERIAL + TAX © % ( C ) SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D APPROVED FOR PAYMENT SUB-TOTAL(A)+(B)+(C)+(D) HEFFLER SIGNATURE: CLIENT SIGNATURE: / , DATE: 4 //7 .� MARKUP ON LABOR (A ) MARKUP ON EQUIP (B ) MARKUP ON MATERIALS (C ) MARKUP ON SUBS ( D SUB -TOTAL BOND & INSURANCE TOTAL WHITE: TO CLIENT YELLOW: MAIN OFFICE COPY PINK: PROJECT MANAGEMENT FILE HEFFLER PROPOSAL Vf1ORKSHEET 412710,5; QUANTITIES: LABOR W/BURDEN HRS TOTAL EQUIPMENT W/FUEL HRS TOTAL MATERIALS SUBCONTRACTORS 6 PER 6 ER QTY CLASS RATE HOUR QTY TYPE RATE HOUR DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 1 FOREMAN 50.00 50.00 0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 ` TN 13.50 0.00 " 0.00 1 OPERATOR 57.51 57.51 0 IRR.UTLTYTRK 24.50 0.00 CMB BASE 0 _ TN 12.10 0.00 #, 0.00 PIPELAYER 45.00 0.00 . 0`'': 1 TN CREW TRK 10.50 0.00 CTB BASE 0 TN 17.65 0.00 ." 0.00 0 IRR.JOURNY 42.01 0.00 0`,<' 3/4 TN TRK 8.25 0.00 3/4" ROCK • 0 ` TN 16.25 0.00 ° : 0.00 3 LAB.GRP.1 41.57 124.71 ` "0' FLATBED TRK 22.00 0.00 SE30 SAND 0 TN 17.00 0.00 0.00 CONC. MASON 41.98 0.00 1 BOBTAIL TRK 24.50 24.50 2500 CONCRETE 0 CY 85.00 0.00 ` 0.00 BLOCK MASON 43.12 0.00 o5 ` 10 WHEELER 80.00 40.00 3250 CONCRETE 0 CY 90.00 0.00 - 0.00 0 ' BLOCK TENDR. 36.87 0.00 1 ACKHOE W BREAKE 56.25 56.25 2 SACK SLURRY 0 CY 80.00 0.00 :' ' 0.00 0 .' IRON WRKR 54.78 0.00 1 BACKHOE 28.50 28.50 CONC.COLOR 0 CY 50.00 0.00 j `` 0.00 0 GRADE CHKR 45.00 0.00 -"0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 ' '` 0.00 0 0.00 0 SKIPLOADER 23.80 0.00 WWMESH 0 SF 0.35 0.00 - ' 0.00 0" 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 ' 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOIL AMENDMNTS 0 SF 0.12 0.00 , ` . 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 " - SF 0.11 0.00 -` - .. ' 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 ' . " 0.00 0 0.00 0 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 ' ''` 0.00 0 0.00 0 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 ,:: 0.00 0 0.00 0 SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0 0.00 0 140G BLADE 125.00 0.00 G.C. FLATS 18"O.C. 0 SF 0.12 0.00 ' .` 0.00 0.00 0 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0 00 0.00 0.00 0' 0.00 DRAIN.MATRLS 0 LS 0.00 0.00 r 0.00 0 0.00 0 0.00 DUMP FEES DEMO 0 EA 135.0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 ` - 0.00 ' 0.00 TOTAL LABOR RATE PER HOUR 232.22 TOTAL EQUIP RATE PER HOUR 149.25 SUBTOTAL MATERIALS • 0.00 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX7.75%" $ - TOTAL SUBS $ 1,393.32 $ 895.50 TOTAL - $ - TOTAL LABOR + EQUIPMENT + MATERIALS + SUBS HEFFLER DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION PROJECT NAME DESCRIPTION OF DIRECTED FIELD CHANGE _1«4C lL -67 z1rrni,✓gs-( _of-- fir G,2e)..7o 7eA 7-0n-7 PROJECT NUMBER (dam/ G/- 6 e , p i n ,v Ze» 1,---,9- C 0T- OD 3 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) T &�,�hJIT PRICE, LUMP SUM $ _ AUTHORIZATION TO PROCEED : DATE 1/ I Z 7/ 0 S LABOR CLASS HRSTOTAL. RATE OT HRS. OT RATE / i /C/ e3 iz2,4 ill 1 Zabe:. 6 1 _Zs3 i9o,Q 6 SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) Ye TOTAL LABOR PLUS BURDEN (A ) EQUIPMENT s ae w f3r Ki /CO z//,1.& ,Ri_),A t-,( /.v/-7/.f-A-Ti HOURS RATE TOTAL 6 6 3 TOTAL EQUIPMENT (B ) MATERIALS QTY RATE TOTAL //1/)--7/0 9 /t/,-fa'a ,t/vo.cf TOTAL MATERIAL + TAX @ % ( C ) SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D ) APPROVED FOR PAYMENT SUB-TOTAL(A)+(B)+(C)+(D) i HEFFLER SIGNATURE: /L 'd' CLIENT SIGNATURE: ,/> z ), i DATE: MARKUP ON LABOR (A ) MARKUP ON EQUIP ( B ) MARKUP ON MATERIALS (C ) MARKUP ON SUBS ( D ) SUB -TOTAL % BOND & INSURANCE TOTAL WHITE. TO CLIENT YELLOW. MAIN OFFICE COPY PINK. PROJECT MANAGEMENT FILE PROPOSAL WO.RKSHEET :FEET /26/O5 HEFFLER QUANTITIES: LABOR HRS TOTAL RPAER HOUR EQUIPMENT W/FUEL ' HRS TOTAL RAW/BURDEN PERE HOUR MATERIALS SUBCONTRACTORS 3 3 QTY CLASS RATE QTY TYPE RATE DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 0 FOREMAN 50.00 0.00 0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 TN 13.50 0.00 0.00 2 OPERATOR 57.51 115.02 0 IRR.UTLTY TRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CTE BASE 0 TN 17.65 0.00 0.00 0 IRR.JOURNY 42.01 0.00 0 3/4 TN TRK 8.25 0.00 3!4" ROCK 0 TN 16.25 0.00 0.00 3 LAB.GRP.1 41.57 124.71 1 FLATBED TRK 22.00 22.00 SE30 SAND 0 TN 17.00 0.00 0.00 .-a- CONC. MASON 41.98 0.00 0 BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 BLOCK MASON 43.12 0.00 - 0 10 WHEELER 80.00 0.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 0 BLOCK TENDR. 36.87 0.00 0 ACKHOE W BREAKE 56.25 0.00 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0 IRON WRKR 54.78 0.00 1 BACKHOE 28.50 28.50 CONC.COLOR 0 CY 50.00 0.00 0.00 0 GRADE CHKR 45.00 0.00 0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0 0.00 0 SKIPLOADER 23.80 0.00 WVVMESH 0 SF 0.35 0.00 0.00 0 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOIL AMENDMNTS 0 SF 0.12 0.00 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 0 0.00 0 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 0.00 0 0.00 0 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 0 0.00 0 SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0 0.00 0 140G BLADE 125.00 0.00 G.C. FLATS 18"O.C. 0 SF 0.12 0.00 0.00 0.00 • 0 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS - 0.00 0.00 0.00 0.00 0 0.00 DRAIN.MATRLS 0 LS 0.00 0.00 0.00 0 0.00 0 0.00 DUMP FEES DEMO 0 EA 135.0 0.00 0.00 0 . 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 TOTAL LABOR RATE PER HOUR 239.73 TOTAL EQUIP RATE - PER HOUR 50.50 SUBTOTAL MATERIALS 0.00 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX 7.75% $ - TOTAL SUBS $ 719.19 $ 151.50 TOTAL $ - $ - TOTAL LABOR + EQUIPMENT MATERIALS + SUBS ♦ HEFFLE ` DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION PROJECT NAME DESCRIPTION�OF DIRECTED FIELD CHANGE tf/4 ) 1 L l' 4 y igein/�rs�G rF .K�i L ,D Ti e-7 o» m PROJECT NUMBER Z.c)dtl^P,i'f e, z,, P..e2rtph, �' 4*v/9 L. D5' ,3 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) : & M NIT PRICE, LUMP SUM $ _AUTHORIZATION TO PROCEED : DATE //26/D 5." LABOR CLASS HRS RATE OT HRS. OT RATE TOTAL I9-40.2 (6c,) 3 `.;44,9 (J 1 i 3 14r (6*/ems j �, 3 o/Jr3n)4 i L �T1 3 / ,C"71aolz_Av, e) 3 SUB -TOTAL LABOR •LABOR SURCHARGE ( BURDEN) TOTAL LABOR PLUS BURDEN ( A EQUIPMENT HOURS RATE TOTAL F4C 2.tif, 3 F-,1r/3 =3 ' TOTAL EQUIPMENT ( B MATERIALS QTY RATE TOTAL TOTAL MATERIAL + TAX © % (C ) SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D APPROVED FOR PAYMENT SUB -TOTAL (A) + (B) + (C) + (D ) r . % MARKUP ON LABOR(A) HEFFLER SIGNATURE: ../ % MARKUP ON EQUIP (B ) MARKUP ON MATERIALS (C ) CLIENT SIGNATURE: 7(/F. __- ._. % MARKUP ON SUBS (D ) SUB -TOTAL DATE: `' / G/ U 5 % BOND & INSURANCE TOTAL WHITE. TO CLIENT YELLOW. MAIN OFFICE COP' PINK PROJECT MANAGEMENT FILE DESCRIPITION REMOVAL, DUMP UNSUITABLE MATERIAL & REPLAC WITH CL2 BASE ON 9TH ST. TASK PROPOSAL PROJECT NAME NATIONAL CITY BLVD. WORKING DAYS r £ TSc�.. TOTAL ' ..... '..=', ITEM DESCRIPTION SCOPE 1 MOBILIZATION (APROX. 10% OF ITEMS 2-30) $ 2 T & M TICKET 5/4/06 $ 1 ,829.O $ 2,239.0.E $ 3,537.8' 3 T & M TICKET 5/5/05 4 T & M TICKET 5/6/05 5 T & M TICKET 5/9/05 $ 692.3 6 $ - 7 $ - .. 8 $ - 9 $ - 10 $ - 11 $ - 12 $ - 13 $ — 14 $ - 15 $ - 16 $ - 17 $ 18 $ - 19 $ - 20 $ - 21 $ - 22 $ 23 $ - 24 $ - 25 $ - 26 $ - 27 $ - 28 $ - 29 $ — 30 $ - 31 SUBTOTAL ITEMS 1 - 30 $ 8,298.36 32 OVERHEAD .& MARKUP 15% $ 1,244.75 33 SUBTOTAL INCLUDING OH & P $ 9,543.11 34 BONDS @ 1.5% $ 143.15 35 TOTAL $ 9,686.25 36 FIELD ORDERS / CONTINGENCIES APPROVAL AND NOTICE TO PROCEED BY: HEFFLER COMPANY, INC DATE: BY: NAME & TITLE: NAME & TITLE: 1800 Mckinley Avenue, ste.A National City, Ca.91950 619-336-0800 Fax 619-336-0806 /, PROPOSAL. WORKSHEET H E.FP' L_ Ei2 QUANTITIES: HRS TOTAL RATE PER HOUR EQUIPMENT W/FUEL HRS TOTAL RATE PER HOUR MATERIALS SUBCONTRACTORS LABOR W/BURDEN '•,-_- 5 QTY CLASS RATE QTY TYPE RATE DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 1;-<. FOREMAN 50.00 50.00 0' CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 TN 13.50 0.00 0.00 1 OPERATOR 57.51 57.51 0 IRR.UTLTYTRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 ` PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CT8 BASE 0 TN 17.65 0.00 0.00 0 , IRR.JOURNY 42.01 0.00 0 - 3/4 TN TRK 8.25 0.00 314" ROCK 0 TN 16.25 0.00 0.00 `2: LAB.GRP.1 41.57 83.14 " 0', FLATBED TRK 22.00 0.00 SE30 SAND 0 TN 17.00 0.00 r 0.00 0:. CONC. MASON 41.98 0.00 0 `. BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 0 .1 BLOCK MASON 43.12 0.00 0.8- 10 WHEELER 80.00 64.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 O. BLOCK TENDR. 36.87 0.00 0 H2O TRK 31.25 0.00 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0: 1 IRON WRKR 54.78 0.00 1' BACKHOE 28.50 28.50 CONC.COLOR 0 CY 50.00 0.00 0.00 •0' . GRADE CHKR 45.00 0.00 0 ' BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0, 0.00 1 SKIPLOADER 23.80 23.80 WWMESH 0 SF 0.35 0.00 0.00 0: 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 = TRENCHER 26.35 0.00 SOIL AMENDMNTS 0 SF 0.12 0.00 0.00 0 < 0.00 0 - RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 '0 ; 0.00 0.> WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 CI,-, 0.00 0-; BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 %0 ; 0.00 0'., END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 -0, 0.00 {k:' 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 0.00 0.. 0.00 :0ti 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 ?Cf• 0.00 :,'.0'..,- SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 - 0.00 (Th. 0.00 '0`> 140G BLADE 125.00 0.00 G.C. FLATS 18"0 C. 0 SF 0.12 0.00 0.00 40 - 0.00 0'_ 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0.00 -. 0.00 .0.0 0.00 -10' WALKER 17.00 8.50 DRAIN.MATRLS 0 LS 0.00 0.00 :; 0.00 0.00 ' 0 ; 0.00 DUMP FEES 1 EA 75.0 75.00 0.00 3, 0.00 =O,ex 0.00 CL2 BASE 1 LS 176.8 176.84 0.00 0.00 0. 0.00 0 0.00 ,.. 0.00 0.00 'i 0' 0.00 0 0.00 _ 0.00 TOTAL LABOR RATE PER HOUR _ 190.65 TOTAL EQUIP RATE PER HOUR 124.80 SUBTOTAL MATERIALS 251.84 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX 7.75% $ - TOTAL SUBS •$ .:: 624.00: TOTAL $ 251` 84 $ - 95'& TOTAL LABOR + EQUIPMENT + MATERIALS + SUBS HEFFLER-7 L DAILY EXTRA WORK REPORT C FIELD DID IVE AUTHORIZATION PROJECT NAME 4.4 . DESCRIPTION OF DIRECTED FIELD CHANGE Tip/vn L ail rlpr,. , a . 0/1/12zmicithZE 42L L #/ lLht.c PROJECT NUMBER /v/Al a z /` e 9 _y,S - 063 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) T & NIT PRICE, LUMP SUM $. AUTHORIZATION TO PROCEED : DATE: J-7 'LABOR . '" CLASS HRS RATE OT HRS. OT RATE TOTAL _��'-ei24/9-h? Lb Q 7 SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) TOTAL LABOR PLUS BURDEN ( A _ EQUIPMENT HOURS RATE TOTAL .8At_JL14'D e zr11>%ol z)/9.o ei? 5-* / E> P 4.44,4-/- 4 / TOTAL EQUIPMENT (B ) MATERIALS QTY RATE TOTAL ! ;/ 2 BA -A 76A0 a % TOTAL MATERIAL + TAX @ % ( C SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT(D) APPROVED FOR PAYMENT SUB-TOTAL(A)+(B)+(C)+(D) MARKUP ON LABOR (A ) HEFFLER SIGNATURE: /� % MARKUP ON EQUIP ( B ) -" % MARKUP ON MATERIALS (C ) CLIENT SIGNATURE: 7 „ �� _ r� _..._..,,•.\ % MARKUP ON SUBS (D ) v SUB -TOTAL DATE: 5".//;,1,4" S' % BOND & INSURANCE TOTAL WHITE: TO CLIENT YELLOW: MAIN OFFICE COPY PINK: PROJECT MANAGEMENT FILE • Lakeside Land Company 10101 Riverford Road Lakeside, CA 92040-2741 Bill To: Baffler Company, Inc. Attn: Accounts Payable PO Box 2326 National City, CA 91951-2326 LandFill Invoice INVOICE* DATE 5/4/2005 135143 I Job Location: NATIONA CITY & 8TH STREET NATIONAL CITY P.O. # Job # DESCRIPTION QTY RATE AMOUNT CLEAN DIRT - NO GRASS, WEEDS, ROOTS, PLANTS, TRASH #23312 Sales Tax 7111 ..L:P.)-a:CTS_. 1 , ..,),—..Vv1, -)43S, 544E, 5450 1 75.00 7.75% 75.00 0.00 Total Due $75.00 Balance Due $75,00 Phone # Fax # (619) 449-9083 (619) 449-9919 Lakeside Land Company 10101 Riverford Road Lakeside, CA 92040-2741 BILL TO Heftier Company, Inc. Attn: Accounts Payable PO Box 2326 National City, CA 91951-2326 Material Sales Invoice DATE INVOICE # 5/4/2005 135259 JOB LOCATION National & 8 P.O. NO. TERMS REP VEHICLE LICENSE Net 30 1 MATERIAL GROSS TARE RATE NET AMOUNT 78588CLASS Sales Tax II BASE 24.70 12.29 14.25 7.75% 12.41 176.84T 13.70 GL=r 54 i L , 542iv1, 5433, 544E, JOB 5450 Lakeside Land Co, Inc.: Principal Weighmaster This is to certifiy that the following described commodity was weighed, measured, or counted by a weighmaster, whose signature is on this certificate, who is a registered authourity of accuracy, as prescribed by chapter 7 (commencing with section 12700) of division 5 of the California Business and Professions Code,administered by the Division$190.54 fl OVIPocuramYn♦ Qf6..Ao.rlo,.F ahe!`..I:C -..:,. Tl.......�.......�.. Fl`.._J _._J e _ _..-...__ nr_: _�_� TotaI $190.54 Balance Due e __— a3 PROPOSAL WORKSHEET 1=FE F' "L MR QUANTITIES: LABOR W/BURDEN HRS TOTAL PER HOUR EQUIPMENT W/FUEL HRS TOTAL RA HOUR MATERIALS SUBCONTRACTORS 5 5R QTY CLASS RATE QTY TYPE RATE DESCRIPTION QTY UOM UP TOTAL DESCRIPTION 1 FOREMAN 50.00 50.00 0 CONC.TRUCK 28.00 0.00 CLASS 2 BASE 0 TN 13.50 0.00 0.00 1 OPERATOR 57.51 57.51 0 IRR.UTLTY TRK 24.50 0.00 CMB BASE 0 TN 12.10 0.00 0.00 0 PIPELAYER 45.00 0.00 0 1 TN CREW TRK 10.50 0.00 CTB BASE 0 TN 17.65 0.00 0.00 0 IRR.JOURNY 42.01 0.00 0 3/4 TN TRK 8.25 0.00 3i4" ROCK 0 TN 16.25 0.00 0.00 2 LAB.GRP.1 41.57 83.14 0 FLATBED TRK 22.00 0.00 SE30 SAND 0 TN 17.00 0.00 0.00 0 CONC- MASON 41.98 0.00 0 BOBTAIL TRK 24.50 0.00 2500 CONCRETE 0 CY 85.00 0.00 0.00 0 BLOCK MASON 43.12 0.00 1.2 10 WHEELER 80.00 96.00 3250 CONCRETE 0 CY 90.00 0.00 0.00 0 BLOCK TENDR. 36.87 0.00 0 H2O TRK 31.25 0.00 2 SACK SLURRY 0 CY 80.00 0.00 0.00 0 IRON WRKR 54.78 0.00 1 BACKHOE 28.50 28.50 CONC.COLOR 0 CY 50.00 0.00 0.00 0 GRADE CHKR 45.00 0.00 0 BOBCAT 25.00 0.00 REBAR 18" OC 0 SF 0.75 0.00 0.00 0 0.00 1 SKIPLOADER 23.80 23.80 WWMESH 0 SF 0.35 0.00 0.00 0 0.00 0 MINI EXCAVTR 25.80 0.00 REBAR LF 0 LF 0.30 0.00 0.00 0 0.00 0 TRENCHER 26.35 0.00 SOILAMENDMNTS 0 SF 0.12 0.00 0.00 0 0.00 0 RIDEON ROLLR 75.00 0.00 SOD 0 SF 0.35 0.00 0.00 0 0.00 0 WBEHIND RLLR 37.50 0.00 HYDROSEED 0 SF 0.11 0.00 0.00 0 0.00 0 BRKER ATTACH 33.79 0.00 MULCH 2" 0 SF 0.16 0.00 0.00 0 0.00 0 END DUMP 90.00 0.00 1 GAL SHRUBS 0 EA 3.50 0.00 0.00 >0 ::. 0.00 0 950 W.LDR 130.00 0.00 5 GAL SHRUBS 0 EA 8.00 0.00 -., - 0.00 )1' 0.00 0; 953 T.LDR 140.00 0.00 24" BOX TREE 0 EA 150.00 0.00 0.00 0 0.00 0 r SCRAPER 165.00 0.00 36" BOX TREE 0 EA 410.00 0.00 0.00 0°. 0.00 0 ; 140G BLADE 125.00 0.00 G.C. FLATS 18"0.C. 0 SF 0.12 0.00 0.00 On- - 0.00 0 c 325 EXCAVTR 175.00 0.00 IRR.MATERIALS 0 LS 0.00 0.00 0.00 0.< 0.00 `'1 '_ WALKER 18.00 18.00 DRAIN.MATRLS 0 LS 0.00 0.00 0.00 >[£.: 0.00 Via., 0.00 DUMP FEES DEMO 3 EA 75.0 225.00 ..r; 0.00 0.00 f,0• 0.00 CL2 BASE 1 - LS 229.3 229.33 0.00 0.00 '0 r; 0.00 0 - 0.00 0.00 ; . 0.00 0 ' 0.00 0"' . 0.00 0.00 TOTAL LABOR RATE PER HOUR 190.65 TOTAL EQUIP RATE PER HOUR 166.30 SUBTOTAL MATERIALS 454.33 TOTAL LABOR W/ BURDEN TOTAL EQUIPMENT TAX7.75% $ - TOTAL SUBS $ 953.251, $ 831.50 TOTAL $ 454.33 $ - TOTAL LABOR + EQUIPMENT + MATERIALS + SUBS HEFFLER DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION PROJECT NAME DESCRIPTION OF DIRECTED FIELD CHANGE AM TIPA-s1 L el i 7 mDve/ ,[nice, Ur1/S6)/6,9 &-e G / G sV 4-75e:Y1.EP PROJECT NUMBER Al 1 b A/ / 2/ .5 e 5 5 . U - UG 3 FIELD CHANGE WILL BE PAYED BY (CIRCLE ONE) : , U IT PRICE, LUMP SUM $ AUTHORIZATION TO PROCEED : DATE: 57,5 LABOR CLASS HRS _ RATE OT HRS. OT RATE - TOTAL f'G✓, M719l✓ 5-.. r'.7 r1/�i)% G-/ 5- . /f9hc • SUB -TOTAL LABOR LABOR SURCHARGE ( BURDEN) % TOTAL LABOR PLUS BURDEN ( A EQUIPMENT HOURS RATE TOTAL /() (--/70 66 ' ,1 6 Gr✓,7z x. -12 A5 -- sil,7; Z /) 9 /9.5",42 ,5- TOTAL EQUIPMENT ( B MATERIALS QTY RATE TOTAL I -mom F.� .: 2j7\ TOTAL MATERIAL + TAX @ % ( C SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D ) APPROVED FOR PAYMENT SUB -TOTAL( A)SUB-TOTAL(A)+(B)+(C)+(D) MARKUP ON LABOR (A ) eii----- HEFFLER SIGNATURE: % MARKUP ON EQUIP (B ) % MARKUP ON MATERIALS (C ) CLIENT SIGNATURE: ` pn , , ....,,„---.._ % MARKUP ON SUBS (D ) SUB -TOTAL �,,/�to DATE: °/ F/ % BOND & INSURANCE / TOTAL WHITE: TO CLIENT YELLOW: MAIN OFFICE COPY PINK: PROJECT MANAGEMENT FILE Me �j L kesideLand Company 10101 Riverford Road Lakeside, CA 92040-2741 Bill To: Heffler Company, Inc. Attn: Accounts Payable PO Box 2326 National City, CA 91951-2326 LandFill Invoice DATE INVOICE# 5/5/2005 1353 08 Job Location: NATIONA CITY & 8TH STREET NATIONAL CITY P.O.# Job# DESCRIPTION QTY RATE AMOUNT ASPHALT OR ASPHALT & DIRT SIZED TO 2' MINUS #23378 CLEAN DIRT - NO GRASS, WEEDS, ROOTS, PLANTS, TRASH #23503,23529 Sales Tax LJ 5-11 L, LAzivi, 543S, 544E 1 2 70.00 75.00 7.75% '' ----" 70.00 150.00 0.00 {{yy OP.. I Total Due $220.00 Balance Due $220,00 Phone # Fax # (619) 449-9083 (619) 449-9919 cb '•"/WEIGHMAS-ER Co RUCTION RESIDUE RECYCLING WEIGHED AT 855 ENERGY WAY CHULA VISTA CA. 91911 60044. DATE TIME TICKET NO. C, o TRUCK UC NO. TRAILER- UC NO NAME MATERIAL TYPE — rr UTOF 144EASIAIR 5 SoS WEIGHT TONS GROSS VYT _ DEPUTY WEIGHMASTER SIGNATURE I DATE TARE WT NET WEIGHT. I -7 CUSTOMER SIGNATURE )./ TOTAL PRICE 7 WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the above described commodity was weighed measured. or counted by a weighmaster. whose signature is on this cerfiticate. who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700 of Division 5 oflhe California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture 7 0 ;a ""/WEIGHMAS'ER WEIGHED AT C ?RUCTION RESIDUE R'CLING 855 ENERGY WAY CHULA VISTA CA. 91911 I 60046 DATE TIME TICKET NO. TRUCK.LIC NO. TRAILER LIC NO MATERIAL TYPEI;a `I UNIT OF imAsUIR WEIGHT TONS GROSS WT f��'"1r l.r f/ ✓ TARE WT l• NET WEIGHT f�� e �� DEPUTY W IGHMA$ SIGNATURE 1 DATE 4 CUSTOMER SIGNATURE ---- TOTAL PRICE WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the above described commodity was weighed measured. or counted by a weighmester, whose signature is on thia cerfrlicate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700 of Division 5 otlhe' California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture 3r g ✓ f "ANEIGHMAS'ER CC 'RUCTION RESIDUE RECYCLING WEIGHED AT 855 ENERGY WAY. CHULA VISTA CA. 91911 60047 DATE TIME TICKET NO. TRUCK LIC NO. TRAILER LIC NO MATERIAL TYPE d WEIGHT TONS GROSS WT TARE WT I NET WEIGHT/ 7� ' DEPUTY WpIGHMA$TENURE 1 v �y, DATE U IT OF TEAS( CUSTOMER SIGNATURE TOTAL PRICE WEIGHMASTER CERTIFICATE THIS IS TO CERTIFY that the above described commodity was weighed measured, or counted by a weghmasler, whose signature is on this cerflicate, who is a recognized authority of accuracy, as prescribed by Chapter 7 (commencing with Section 12700 of Division 5 of the' California Business and Professions Code, administered by the Division of Measurement Standards of the California Department of Food and Agriculture t7 i HEFFL 0 DAILY EXTRA WORK REPORT / FIELD DIRECTIVE AUTHORIZATION PROJECT NAME '.DESCRIPTION OF DIRECTED FIELD CHANGE - PROJECT NUMBER 41..: 9/44. r l k)`t4rii •oe ?' - 9 i4 .2 .S FIELD CHANGE WILL BE ,PAYED BY (CIRCLE ONE) 8 M, IT PRICE, LUMP SUM $ AUTHORIZATION TO PROCEED : DATE ,:57 6% LABOR CLASS I_ HRS RATE OT HRS. OT RATE TOTAL • SUB -TOTAL LABOR LABOR" SURCHARGE(BURDEN) % TOTAL LABOR PLUS BURDEN ( A EQUIPMENT . HOURS RATE TOTAL J d,Ji v, �j 1c- 4 VA J''E 8 �y ,,,,,,Lz,e_,,s,„1 41 Ce GvhIZS',5-Z4./'2 6 TOTAL EQUIPMENT ( B MATERIALS QTY RATE TOTAL e /l 2- A/9-,S ' - j 42 / / 3 TOTAL MATERIAL + TAX @ % ( C SUBCONTRACTOR WORK PERFORMED QTY RATE TOTAL TOTAL SUB CONTRACT ( D APPROVED FOR PAYMENT SUB -TOTAL (A) + (B) + (C) + ( D) MARKUP ON LABOR (A ) HEFFLER SIGNATURE: / % MARKUP ON EQUIP (B ) / % MARKUP ON MATERIALS (C ) CLIENT SIGNATURE: /� A Cr _ % MARKUP ON SUBS (D ) SUB -TOTAL _ DATE: 5/ (1-/( % BOND & INSURANCE TOTAL WHITE. TO CLIENT YELLOW MAIN OFFICE COPY o PINK: PROJECT MANAGEMENT FILE Lakeside Land Company 10101 Riverford Road Lakeside, CA 92040-2741 BiII To: Heffler Company, Inc. Attn: Accounts Payable PO Box 2326 National City, CA 91951-2326 LandFill Invoice DATE 5/9/2005 INVOICE # 135508 Job Location: NATIONA CITY & 8TH STREET NATIONAL CITY ' P.O. # Job # DESCRIPTION QTY RATE AMOUNT CLEAN DIRT - NO GRASS, WEEDS, ROOTS, PLANTS, TRASH #23823,23861,23971 Sales Tax 3 75.00 7.75% # 541 -, b 42m, 543S 225.00 0.00 Phone # Fax # (619) 449-9083 (619) 449-9919 Total Due $225.00 Balance Due $225.00 0/ 01/07/2005 06:10 6193360806 HEFFLER PAGE 02/02 1 NERPLEF? DESCRIPITION -1 1/2" GRIND, 1 1/2" TO 2" OVERLAY, LOOPS, PETROMAT, ADJUST UTILITIES, & STRIPING OUT SIDE CONTRACT WORK. TASK PROPOSAL PROJECT NAME NATIONAL CITY BLVD. WORKING DAYS ITEM oUUCRPTroND �' ►! TOTAL 1 1 1/2" COLD PLAN @ $ 3.12 PER LF $ 3.12 PER LF APPROX 2,200 LF $ 6,864.00 2 1 1/2" - 2" AC OVERLAY @ $85.79 PER TON $ 55.79 PER TON APPROX. 760 TANS $ 65,200.40 3 TRAFFIC LOOPS @ $420.21 PER LOOP $ 420.21 PER LOOP APPROX. 36 LOOPS $ 15,127.58 4 PETROMAT @ $0.21 PER SF $ 0.21 PER SF APPROX. 70,000 SF $ 14,700,00 6 STRIPING @ $ 3,357.01 LUMP SUM $ 3,357.01 LUMP SUM $ 3,367.01 8 7 ADJUST MANHOLES @ $ 517.50 EACH $ $ 517.50 EACH APPROX. 3 MANHOLES $ 1,552.50 ADJUST CANS @ $ 145.00 EACH $ 145.00 EACH APPROX 15 CANS $ 2,175.00 8 $ 9 10 $ - $ - 11 _ $ 12 $ 13 $ 14 $ - lc 16 17 18 19 20 21 $ 22 r 23 24 25 26 27 28 29 30 31 32 33 34 35 36 SUBTOTAL ITEMS 1 - 30 TOTAL SW $ $ $ 108,976.47 - $ 108,976.47 APPROVAL AND NOTICE TO PROCEED HEFFLER COMPANY, INC BY: DATE: BY: NAME & TITLE: NAME & TITLE: 1800 Mckinley Avenue, ste.A National City. Ca.91950 C19-336-0900 Fax 819-336-0806