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Home My WebLink AboutAGENDA REPORT 2000 0419 CC REG ITEM 11FITEM /1. F- TO: The Honorable City Council FROM: Kenneth C. Gilbert, Director of Public Works DATE: April 7, 2000 (Council Meeting 4- 19 -00) SUBJECT: Consider Bids for the New Los Angeles Avenue Bridge Widening. Project nTC(1TTCCTnWT A. Project Scope and Other Background Information Attached s Exhibit 1 is a summary of the.project scope, as well as other background information. B. Construction Engineering It will be necessary for the City to retain the services of a consultant civil engineering firm to provide Construction Engineering services [contract administration, surveying and inspection] for this project. The selection of that consultant is the subject of a separate report to the City Council. C. Bid Results: Bids for the subject project were received and opened on April 4, 2000. The apparent low bidder is Security Paving, Inc. A summary of the bid results is attached as Exhibit 2. The bid from Security Paving is summarized as follows: Base Bid Amount $1,389,921.10 Bid Alternate #[1 25,000.00 $1,414,921.10 It has been determined that the apparent low bidder is qualified to perform the work. Said bidder has confirmed that their bid is valid and that they are prepared to proceed with the construction of the project. Mew L A Brg_awd 0 011 New Los Angeles Avenue Bridge Widening: Award Contract April 7, 2000 Page 2 D. Bid Alternate No. 1: Defined 1. Traffic Impact: As described in more detail in Item #12 of Exhibit 1, a portion of the work will require the restriction of traffic to one lane in each direction. The Contract Documents state that the traffic control plan for this portion of the work [Stage Construction SC2] shall not be in place more than fifteen (15) working days (21 Calendar days) . 2. Liquidated Damages: The contract documents provide for the assessment of $500 per day Liquidated Damages for each day the contract extends beyond the specified contract time. The contract documents also provide that $2,500 per day Liquidated Damages shall be assessed for each day traffic control plan SC2 is in place longer than fifteen (15) working days (21 calendar days). 3. Accelerated Schedule: If approved, Bid Alternate No. 1 authorizes the Contractor to work twenty -four (24) hours per day seven (7) days per week during the period when Traffic Stage SC2 is in place. The bid documents ask for an additional lump sum bid for the added costs associated with this accelerated schedule. The bid documents also require the bidder to state the number of days Traffic Control Stage SC2 will be in place if the accelerated schedule is utilized. 4. Liquidated Damages for the Accelerated Schedule: As stated above, should Bid Alternate No. 1 be approved and the accelerated schedule for Stage SC2 be authorized, $2,500 per day will be assessed for each day Stage SC2 remains in place in excess of the number of days stated in the bid for the accelerated work. E. Recommended Scope of Contract: Bid Alternate 1. Bid Amount: The amount bid for Bid Alternate No. 1 by the apparent low bidder is $25,000. 2. Number of Days (Accelerated Schedule): The apparent low bidder stated in his bid that Construction Stage SC2 will be completed in 11 calendar days utilizing the accelerated schedule. 3. Analysis: Approving the Bid Alternate will, theoretically, reduce the number of days that traffic will be restricted to one lane in each direction, from 21 calendar days to 11 calendar days. This is a reduction of 10 calendar days. The cost to the City for Bid Alternate #1 is $25,000; or (using New L A Brg_awd 000117 New Los Angeles Avenue Bridge Widening: Award Contract April 7, 2000 Page 3 the aforementioned assumptions) $2,500 per day [$25,000 / 10 _ $2,5001. As stated above, if the two -lane traffic control plan remains in place for more than 11 calendar days, the Contractor will be assessed $2,500 per day Liquidated Damages. 4• Recommended Scope: It is recommended that the scope of work include Bid Alternate No. 1 and that the contract price include the bid price for same [$1,389,921.10 + $25,000.00 _ $1,414,921.10]. F. Fiscal Impact 1. Construction Cost Estimate: The estimated cost of construction is summarized as follows: Element Total ($) Bid Amount 1,414,921.10 Contingency (100 +) 141,492.90 Total 1,556,414.00 2. Design: A summary of the total design phase is as follows: Element Miscellaneous [printing, etc.] EDAW [Environmental & Permits] CAA [Basic design Efforts] CAA [Final Modifications] CAA [Alternate Pile Design] CAA [Construction Support] Total costs incurred during the Total ($) 2,000 17,200 141,200 12,600 5,880 6,750 185,630 3. Construction Engineering: As mentioned above, the selection of a consultant to provide Construction Engineering services is the topic of a separate report. The estimated cost of these services is $185,500. 4• Total Project Cost Estimate: The costs are summarized as follows: Element Prior Year Construction & Contingency 0 Design 112,100 Inspection 0 Total 112,100 estimated total project FY 99/00 Total 1,556,414 1,556,414 73,530 185,630 185,500 185,500 1,815,444 1,927,544 5. Funding Sources : The subject project is totally funded by the Los Angeles Avenue AOC Fund. New L A Brg_awd r New Los Angeles Avenue Bridge Widening: Award Contract April 7, 2000 Page 4 6. Budget ,Amendment: The attached resolution provides for the amendment of the budget to fully fund the project. A summary of the recommended budget change is as follows: Element Current Amount Revised Design ($) Change ($) Total ($) 36,000 372,530 73,530 Construction 943,115 613,299 1,556,414 Inspection 80,000 105,500 185,500 Revised Budget 1,059,115 756,329 1,815,444 G. Schedule It is anticipated that construction should start in May and be completed by March of 2001. STAFF RECOMMENDATIONS (ROLL CALL VOTE) 1. Adopt Resolution No. 2000 - approving an amendment to the FY 1999/00 Budget by increasing the appropriation and budget for the subject project from $1,059,115 to $1,815,444 ($756,329 increase). 2. Approve the addition of construction requirements and costs [additional $25,000] called for by Bid Alternate No. 1 which requires an accelerated schedule for the work requiring traffic to be restricted to two lanes. 3. Award a contract to Security Paving, Inc. in the amount of $1,414,921.10 for the construction of the subject project. 4. Approve a contingency for the project in the amount of $141,942.90 [100 +] and authorize the City Manager to approve additional work, if required, for a cost not to exceed said contingency. 5. Authorize the City Manager to sign necessary contract documents. New L A Brg_awd 000119 Exhibit 1 Project Scope & Background April 7, 2000 Page 1 A. Project Scope: The proposed project provides for the widening of the New Los Angeles Avenue bridge across the Arroyo Simi, generally described as follows: 1. South Side Widening only: The primary purpose of the project is to widen the bridge structure on the south side of the street - or the downstream side of the bridge. When completed the center line of New Los Angeles Avenue will be shifted southerly. 2. Bridge Width (outside dimension): The current width of the bridge is 821. The new bridge will be 117' wide. 3. Curb -to -Curb Width at Bridge: Presently there are no curbs. Curbs and sidewalks are to be added. When the project is completed the curb -to -curb dimension will be 1021. 4. Eastbound Bridge Approach: The plans include an eastbound bridge approach approximately 120' long. This will result in a minimum curb -to -curb width of 102' between Spring Road and the bridge (existing improvements may exceed 102' curb - to -curb due to provisions for acceleration or deceleration lanes) . 5. Eastbound Bridge Departure: Project improvements will be compatible with the street widening on the south side of the street, which was recently constructed by the developer of the Carlsberg Specific Plan area. 6. North Side Improvements: Project improvements include the addition of a sidewalk on the north side of the bridge. This new sidewalk will be extended westerly to connect to an existing sidewalk west of the bridge, and will be extended easterly to Science Drive. 7. Sidewalks: When the project is completed there will be continuous sidewalks on both sides of the street between Spring Road and Science Drive. Please note that there is an existing sidewalk on the south side of the street continuing from Science Drive easterly to and past the freeway. 8. Emergency Lane (Bicycles) : When the project is completed there will be an eight feet (81) wide (minimum) emergency lane on each side of the street. The existing NO STOPPING ANYTIME prohibition on this street segment will remain in place. Although there will be no painted bike lanes, there will be painted "sidelines" and additional pavement width for emergency lanes, which will be more "user- friendly" for bicyclists. 00014110 Exhibit 1 Project Scope & Background April 7, 2000 Page 2 9. Median: When the project is completed, there will be a 141 wide (minimum) painted median between the freeway and Spring Road, with left turn lanes in the painted median where required. 10.Striping: The project plans will include the re- striping of the street to provide three travel lanes in each direction between the freeway and Spring Road, plus left -turn lanes where required. There will be an additional right -turn lane for both eastbound and westbound traffic at Science Drive. The number three westbound lane will convert to a "Right - Turn Only" lane as it approaches Spring Road. When future planned widening occurs west of Spring Road, the westbound approach to Spring Road will have three lanes plus a right - turn lane and a left -turn lane. 11-Temporary Provisions for Pedestrians / Bicycle: The plans include the installation of fencing and K -Rail concrete barriers along the south side of the street during construction, to provide a protected area for both the construction work area and pedestrian / bicycle traffic. 12-Construction Phasing: • Stage 1: Temporary striping will be installed shifting the existing four (4) lanes of traffic (two lanes in each direction) to the north to allow for the construction of the bridge widening on the south side of the street. • Stage 2: Certain excavation work in the travel lanes will require traffic to be restricted to one lane in each direction along the north side of the bridge. It is anticipated that this work, and restricted traffic flow, will last approximately three (3) weeks. At the end of this work, traffic control will revert back to the Stage 1 plan. • A Bid Alternate provides for an accelerated work schedule to reduce the number of days traffic will be restricted to one lane in each direction. • Stage 3: Temporary striping will be installed shifting the four lanes of traffic (two lanes in each direction) to the south to allow for the construction of the sidewalk on the north side of the street. • Traffic Management: If necessary, the traffic signal controllers will be adjusted to better accommodate traffic flow for each stage of construction • Post Construction: Again at the end of the construction project the street will be re- striped to provide three (3) lanes of traffic in each direction, plus turning lanes where required. Exhibit 1 Project Scope & Background April 7, 2000 Page 3 B. Right -of -Way: No additional street right -of -way is required in order to construct the project. C. Environmental Document: The project has been found to be Categorically Exempt. D. Permits and Approvals 1. U. S. Army Corp of Engineers: An Environmental Consultant retained by the City has obtained a permit from this agency. 2. California Fish & Game Department: An Environmental Consultant retained by the City has obtained a permit from this agency. 3. Regional Water Quality Control Board: An Environmental Consultant retained by the City has obtained a permit from this agency. 4. VCFCD: A permit has been obtained from the Ventura County Flood Control District (VCFCD). S. Caltrans: The Caltrans Encroachment Permit is expected to be issued in January. The final permit and permit requirements will be included in the plans and specifications. E. Cooperative Agreement: Cooperative Agreements between the City and Caltrans were executed for both the design and the construction phases of the project. City of Moorpark Bid Results Exhibit 2 New Los Angeles Avnue Pagel of 2 Bridge Widening Vendor 1 Vendor 2 Name: Engineer's Estimate Security Paving C A Rasmussen Address: P 0 Box 1489 2360 Shasta Way Bid Opening: Cit, State: Sun Valley, CA 91353 Simi Valley, CA 93065 4- Apr -00 Tel. No.: (818) 767.8418 (805) 426.2579 Contact Person: Albert Mattivi C Dean Rasmussen Item Description Qty Units Unit Cost Total Bid Unit Cost Total Bid Unit Cost Total Bid 1 Construction Signs 1 LS 500.00 500.00 3,400.00 3,400.00 15,000.00 15,000.00 2 Traffic Control 1 LS 28,860.00 28,860.00 22,700.00 22,700.00 20,000.00 20,000.00 3 Temporary Fencing 229 M 22.00 5,038.00 12.00 2,748.00 25.00 5,725.00 4 Temp Railiing (Type K) 377 M 30.00 11,310.00 45.00 16,965.00 40.00 15,080.00 5 Temp Crash Cushion 16 EA 250.00 4,000.00 500.00 8,000.00 300.00 4,800.00 6 Remove Stripe 1,140 M 2.50�u2,850.00W 1.50 1,710.00 1.40 1,596.00 7 Remove Markings 24 M2 5.50 132.00 19.75 474.00 20.00 480.00 8 Remove A/C Dyke 57 M 9.00 513.00 12.00 684.00 25.00 1,425.00 9 Cap Inlet 1 EA 200.00 200.00 1,000.00 1,000.00 150.00 150.00 10 Remove Handrailing 75 ~M M _ .__ 30.00 _ 2,250.00 35.00 2,625.00 1.00 75.00_ 11 Remove Fence 23 28.00 644.00 _tea 15.00 W 345.00 15.00 345.00 12 Remove K- Railing 90 M 15.00 1,350.00 6.00 540.00 1.00 90.00 13 Relocate Sign 3 EA 500.00 1,500.00 250.00 750.00 250.00 750.00 14 Remove Concrete 20 M3 280.00 5,600.00 120.00 2,400.00 150.00 3,000.00 15 Class 4 Base _ 85 _ M3 _40.00 3,400.00 91.00 7,735.00 70.00 5,950.00 16 Class 2 Base 101 M3 48.00 4,848.00 91.00 9,19110 70.00 _ 7,070.00 17 A/C (Type B) 145 T 45.00 6,525.00 70.00 10,150.00 100.00 14,500.00 18 A/C Dyke (Type A) 63 M 10.00 630.00 27.00 1,701.00 10.00 630.00 19 Minor Concrete 34 M3 430.00 14,620.00 430.00 14,620.00 310.00 10,540.00 20 100 mm Thermo Stripe _ 2,168 M 4.00 8,672.00_ 2.00_ 4,336.00 2.00 4,336.00 21 200 mm Thermo Stripe 138 M 5.00 690.00 ��_ -2.90 __ 400_ .20 3.00 _ 414.00 22 300 mm Thermo Stripe 211 M 6.50 1,371.50 7.60 1,603.60 7.00 1,477.00 23 Pavement Markings 12 M2 10.00 120.00 50.75 609.00 50.00 600.00 24 Reflect Pavment Markers 146 EA 4.00 584.00 2.85 416.10 3.00 438.00 25 Drainage Inlet 2 EA_ 2,500.00 5,000.00 250.00 500.00 26 Import I Borrow 450 M3 13.50 6,0750 .0 ----750.00- 25.00 11,250.00 25.00 11,250.00 27 Bridge Removal (portion) 1 LS 50,000.00 50,000.00 26,800.00 26,800.00 63,500.00 63,500.00 28 Struc Excavate (Type 0) 805 M3 80.00 64,400.00 24.00 19,320.00 100.00 80,500.00 29 Struc Excavate (Ret Wall) 383 M3 60.00 22,980.00 22.00 8,426.00 100.00 38,300.00 _3_0 Struc Backfill (bridge) 1,110 M3 55.00 m 61,050.00 41.00 45,510.00 40_.00 44,400.00 31 Struc Backfill (ret. wall) 367 r M3 50.00 18,350.00 _ p 41.00 15,047.00 30.00 11,010.00 32 Furnish Piling 1,676 M 40.00 67,040.00 71.00 118,996.00 67.00 112,292.00 33 Drive Piling 130 EA 1,200.00 156,000.00 955.00 124,150.00 720.00 93,600.00 34 Prepressing CIPC 1 LS 45,000.00 45,000.00 31,600.00 31,600.00 28,000.00 28,000.00 35 Prepressing 1 _LS_ 6,000.00 _6,000.00 20,000.00 20,000.00 5,000.00 5,000.00 36 Struc, Conc Brdg Footing 179 M3 450.00 80,550.00 210.00 37,590.00 550.00 98,450.00 37 Struc, Conc Brdg 572 M3 600.00 343,200.00 610.00 348,920.00 550.00 314,600.00 38 Struc, Conc Rot Wall 113 M3 450.00 50,850.00 405.00 45,765.00 350.00 39,550.00 39 Drill & Bond Dowel 114 M 40.00 4,560.00 38.00 4,332.00 55.00 6,270.00 40 Neoprene Strip _ __ 27 M_ 35.00 _ 945.00 70.00 1,890.00 50.00 1,350.00 41 Bridge Reinforcing Steel 112,543 KG 1.10 123,797.30 i 1 20 _.. _ _ 135,051.60 _ 1.00 112,543.00 42 Ret Wall Reinforcing Steel 11,583 KG 1.10 12,741.30 1.20 13,899.60 1.00 11,583.00 43 Misc Metal (bridge) 1,774 KG 3.50 6,209.00 4.00 7,096.00 20.00 35,480.00 44 Conc (Rock Slope) 45 Rock Slope (114 Ton) 36 203 M3 M3 196.00 7,056.00 175.00 6,300.00 140.00 5,040.00 46 Handrailing �' 112.._ M 70.00 - 80.00 14,210.00 _v� 66.00 13,398.00 'Y 100.00 20,300.00 47 Conc Barrier 112 M 165.00 8,960.00 18,480.00 98.00 375.00 10,976.00 75.0 0 TT 8,400.00 48 Mobilization 1 LS 125,000.00 125,000.00 185,000 42,000.00 185,000.00 375.00 13Q000 42,000.00 130,000.00 49 Release 1 EA 1.00 1.00 1.00 1.00 1.00 1.00 Add Alternate .w�o,avu.uu 50,611.00 25,000.00 20,000.00 Total with Add Alternate 11455,273.10 1,414,921.10 1,448,390.00 001 City of Moorpark Qty Units Unit Cost Bid Results Total Bid Exhibit 2 New Los Angeles Avnue Unit Cost Unit Cost Page 2 of 2 Bridge Widening Vendor 3 Vendor 4 Name: T M Engineering Reyes Construction Address: 19301 Ventura Blvd [112001 1295 S. East End Avenue Bid Opening: Cit, State: Tarzana, CA 91356 Pomona, CA 91766 4- Apr -00 Tel. No.: (818) 343.8844 (909)622.2259 0.00 Contact Person: Matt Moetazedi Joe Reyes Item Description Qty Units Unit Cost Total Bid Total Bid Unit Cost Unit Cost Total Bid 1 Construction Signs 1 LS 8,000.00 8,000.00 5,000.00 5,000.00 0.00 2 Traffic Control 1 LS 5,000.00 5,000.00 30,000.00 30,000.00 0.00 3 Temporary Fencing 229 M 15.00 3,435.00 13.00 2,977.00 0.00 4 Temp Railiing (Type K) 377 M 60.00 22,620.00 75.00 28,275.00 0.00 5 Temp Crash Cushion 16 ~ EA 300.00 _. -- 4,800.00 325.00 5,200.00 0.00 6 Remove Stripe 1,140 M 3.00 3,420.00 10.00 11,400.00 0.00 7 Remove Markings 24 M2 50.00 1,200.00 85.00 2,040.00 0.00 8 Remove A/C Dyke 57 M 10.00 570.00 24.00 1,368.00 0.00 9 Cap Inlet 1 EA 500.00 500.00 1,000.00 1,000.00 0.00 10 Remove Handrailing 75 ---2-3---M- _M 10.00 ---- 750.00 16.00 1,200.00 0.00 11 Remove Fence 10.00 230.00 ---- 25.00575.00 0.00 12 Remove K- Railing 90 M 5.00 450.00 30.00 2,700.00 0.00 13 Relocate Sign 3 EA 500.00 1,500.00 227.00 681.00 0.00 14 Remove Concrete 20 M3 350.00 7,000.00 126.00 2,520.00 0.00 15 Class 4 Base 85 " M3 70.00_ 5,950.00 76.00 6,460.00 0.00 16 Class 2 Base 101 M3 60.00 6,060.00 76.00 7,676.00 0.00 17 A/C (Type B) 145 T 150.00 21,750.00 92.00 13,340.00 0.00 18 A/C Dyke (Type A) 63 M 40.00 2,520.00 33.00 2,079.00 0.00 19 Miner Concrete 34 M3 800.00 27,200.00 450.00 15,300.00 0.00 20 100_mm_Thermo Stripe --2i 2,168_ M �mmM "__ "_ _5.00 " " - 10,840.00 2.00 4,336.00 0.00 200 mm Thermo Stripe 138 10.00" -l- "1,380.00 W 3.00 -_ -.- - _414.00 -T T ^� 0.00 22 300 mm Thermo Stripe 211 M 15.00 3,165.00 9.00 1,899.00 0.00 23 Pavement Markings 12 M2 50.00 600.00 50.00 600.00 0.00 24 Reflect Pavment Markers 146 EA 12.00 1,752.00 3.00 438.00 0.00 25 Drainage Inlet _ 2 EA _ 1,500.00 3,000.00 1,400.00 2,800.00 0.00 26 Import I Borrow 450 M3 30.00 13,500.00 - 13.00 _ 5,850.00 0.00 27 Bridge Removal (portion) 1 LS 10,000.00 10,000.00 50,000.00 50,000.00 0.00 28 Struc Excavate (Type D) 805 M3 150.00 120,750.00 150.00 120,750.00 0.00 29 Struc Excavate (Rot Wall) 383 M3 25.00 9,575.00 17.00 6,511.00 0.00 30 Struc Backfill (bridge) 1,110 M3 45.00 u35.00P 49,950.00 17.00 18,870.00_ 0.00 31 Struc Backfill (rot. wall) 367 M3 12,845.00 22.00 a 8,074.00 _ 0.00 32 Furnish Piling 1,676 M 70.00 117,320.00 100.00 167,600.00 0.00 33 Drive Piling 130 EA 1,000.00 130,000.00 1,000.00 130,000.00 0.00 34 Prepressing CIPC 1 LS 25,000.00 25,000.00 30,000.00 30,000.00 0.00 35 Prepressing 1 T LS_ mM3 _ 10,000.00 10,000.00 10,000.00 10,000.00 0.00 36 Struc, Conc Brdg Footing 179 300.00 53,700.00 300.00 53,700.00 0.00 37 Struc, Conc Brdg 572 M3 600.00 343,200.00 800.00 457,600.00 0.00 38 Struc, Conc Rot Wall 113 M3 450.00 50,850.00 550.00 62,150.00 0.00 39 Drill & Bond Dowel 114 M 100.00 11,400.00 60.00 6,840.00 0.00 40 Neoprene Strip 27 --R-c _M Y 300.00 8,100.00 100.00_ 0.00 41 Bridge Reinforcing Steel 112,543 1.30 X146,305.90 1.50 __2,700.00 _ 168,814.50 _ __ _ _ "_ 0.00 42 Rat Wall Reinforcing Steel 11,583 KG 1.40 16,216.20 1.50 17,374.50 0.00 43 Misc Metal (bridge) 1,774 KG 5.00 8,870.00 4.00 7,096.00 0.00 44 Conc (Rock Slope) 36 M3 150.00 5,400.00 350.00 12,600.00 0.00 45 Rock Slope (114 Ton) ----fl 203 -2----V M3 130.00 26,390.00 120.00 24,360.00 0.00 00 46 Handrailing� � "" 120.00 13,440.00 _ 100.00 _ 11 200 00 i� "® TM� 4v� 47 Conc Barrier 112 M 500.00 56,000.00 150.00 16,800.00 48 Mobilization 1 LS 140,000.00 140,000.00 160,000 160,000.00 49 Release 1 EA 1.00 1.00 1.00 1.00 Add Alternate I I 00,000.00 V 30,000.00 Total with Add Alternate 1,622,505.10 1,729,169.00 0.00 0.00 1.00 1.00 1.00 RESOLUTION NO. 2000 - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOORPARK, CALIFORNIA, REVISING THE AMOUNT OF THE APPROPRIATIONS AND BUDGET FOR PROJECT 8014: NEW LOS ANGELES AVENUE BRIDGE WIDENING PROJECT [FUND 2501: LOS ANGELES AVENUE AOC FUND] WHEREAS, on June 23, 1999, the City Council adopted the Budget for Fiscal Year 1999/00; and WHEREAS, a staff report has been presented to the City Council requesting a budget increase in the aggregate amount of $756,329; and WHEREAS, Exhibit "A ", attached hereto and made a part hereof, describes said budget amendment and its resultant impacts to the budget line item(s). NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF MOORPARK DOES HEREBY RESOLVE AS FOLLOWS: SECTION 1. That a Budget amendment in the aggregate increase of $756,329 as more particularly described in Exhibit "A ", is hereby approved. SECTION 2. The City Clerk shall certify to the adoption of this resolution and shall cause a certified resolution to be filed in the book of original resolutions. PASSED AND ADOPTED this ATTEST: day of , 2000. Patrick Hunter, Mayor Deborah S. Traffenstedt, City Clerk Attachment" Exhibit 'A': Appropriation and Budget Detail oo Resolution No. 2000 - Exhibit "A" ADDITIONAL APPROPRIATIONS FOR Project 8014 (New Los Angeles Avenue Bridge Widening Project) FUND ACCOUNT NUMBER APPROPRIATION REQUEST Los Angeles Avenue AOC 2501.0000.0000.5500 $756,329 TOTALS: $ 73,530 2501.8310.8014.9640: Const $ 943,115 $ 613,299 $756,329 DISTRIBUTION OF APPROPRIATIONS TO EXPENSE ACCOUNT NUMBERS ACCOUNT NUMBER CURRENT APPROPRIATION SUBJECT APPROPRIATION / (REDUCTION) REVISED APPROPRIATION 2501.8310.8014.9601: Design $ 36,000 $ 37,530 $ 73,530 2501.8310.8014.9640: Const $ 943,115 $ 613,299 $ 1,556,414 9650: Inspection $ 80,000 $ 105,500 $ 185,500 TOTALS: $1,059,115 $756,329 $1,815,444 Approved as to form: f