Open RFP

Calusa Park Site and Tennis Court Lighting Improvements

Description: The Village of Key Biscayne, a municipality located in Miami-Dade County, Florida, hereby requests bids from a licensed contractor as further defined in Section 2 of this invitation to bid to provide new tennis court lighting, parking lot lighting, pedestrian walkway lighting, electrical distribution modifications, underground conduit and wiring, lighting controls, and associated site restoration. Contractor shall provide all necessary labor, materials, and equipment for renovation. The work includes all labor, material, equipment and engineering and obtaining all applicable permits, licenses, insurance and supervision necessary to complete the project as specified herein in full accordance with the specifications, terms and conditions contained in Section 2 of this Invitation to Bid (ITB).

Buyer: Village of Key Biscayne
City · FL, US
Released: Nov 9, 2026
Closes: Dec 17, 2026(36 days left)

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Key Contacts on this RFP

Decision makers connected to this RFP from Village of Key Biscayne.

Ana J. CollsAssistant Director; Community Center Manager

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+1 (***) ***-****

George PeonBuilding Inspector

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Rene VelazcoBuilding Official

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Jeremy Calleros-GaugerBuilding, Zoning, and Planning Director

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Village of Key Biscayne
CityFL
Posted
Nov 9, 2026
Closes
Dec 17, 2026
Calusa Park Site and Tennis Court Lighting Improvements RFP
The Village of Key Biscayne, a municipality located in Miami-Dade County, Florida, hereby requests bids from a licensed contractor as further defined in Section 2 of this invitation to bid to provide new tennis court lighting, parking lot lighting, pedestrian walkway lighting, electrical distribution modifications, underground conduit and wiring, lighting controls, and associated site restoration. Contractor shall provide all necessary labor, materials, and equipment for renovation. The work includes all labor, material, equipment and engineering and obtaining all applicable permits, licenses, insurance and supervision necessary to complete the project as specified herein in full accordance with the specifications, terms and conditions contained in Section 2 of this Invitation to Bid (ITB).
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2027 Multi- Site Tennis Court Replacement RFP
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City of La Vista
CityNE
Posted
Nov 9, 2026
Closes
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Central Park West Site Improvements
# NOTICE TO CONTRACTORS # CENTRAL PARK WEST SITE IMPROVEMENTS # PROJECT NO. PARK 25001 Sealed proposals will be received by Rachel Carl, Clerk of said City, at the City of La Vista, City Hall, 8116 Parkview Boulevard, La Vista, NE 68128, until 10:00 AM on the 4th day of December, 2026, for the furnishing of all labor, materials, use of Contractor's equipment, plant and all else necessary to construct properly all of the improvements within the improvement of CENTRAL PARK WEST SITE IMPROVEMENTS. At such hour, or as soon as practicable thereafter, the City of La Vista will proceed to publicly open in the presence of all bidders and consider the bids received for the furnishing of such labor, materials, and equipment necessary for the proper construction of such improvements. The extent of the work consists of the construction or other effectuation of the items listed below and other related preparatory and subsidiary work from issuance of the Notice to Proceed: BASE BID Item | Omaha Spec. # | Description | Estimated Quantities 1 | 1109.000 | Mobilization | 1 L.S. 2 | | Traffic Control | 1 L.S. 3 | 102.000 | Clearing and Grubbing - General | 1 L.S. 4 | 102.010 | Clearing and Grubbing Trees Over 9" to 18" Diameter | 5 EA. 5 | 102.020 | Clearing and Grubbing Trees Over 18" to 27" Diameter | 1 EA. 6 | 102.030 | Clearing and Grubbing Trees Over 27" to 36" Diameter | 1 EA. 7 | 105.100 | Remove Pavement | 2,880 S.Y. 8 | | Remove Gravel Surfacing | 975 S.Y. 9 | 105.140 | Remove Sidewalk | 450 S.F. 10 | 103.002 | Remove 15" to 18" Storm Sewer Pipe | 25 L.F. 11 | 103.005 | Remove 36" Storm Sewer Pipe | 30 L.F. 12 | 103.006 | Remove 42" Storm Sewer Pipe | 350 L.F. 13 | | Remove Wood Bollard Posts | 21 EA. 14 | | Remove Existing Ball Field Bleachers and Dugout Benches | 1 L.S. 15 | | Remove Existing Ball Park Fencing | 1 L.S. 16 | | Remove Existing Light Pole and Overhead Power Lines | 1 L.S. 17 | | Common Earthwork, In Place | 4,500 C.Y. 18 | | Topsoil (Moved Twice), Established Quantity | 5,000 C.Y. 19 | 101.001 | Install Silt Fence | 1,330 L.F. 20 | 802.201 | Install Seeding - Type B, In Place | 6,080 S.Y. 21 22 | 803.202 | Install Rolled Erosion Control, Type I with Seeding - Type B, In Place Temporary Seeding Mix, In Place | 2,330 20,000 S.Y. S.Y. 23 | 101.006 | Install Wattle (12" diameter) | 60 L.F. 24 | 101.002 | Install Area Inlet Protection | 2 EA. 25 | 101.003 | Install Curb Inlet Protection | 3 EA. 26 | 101.005 | Install Construction Entrance | 2 EA. 27 | 101.007 | Install Concrete Washout | 1 EA. 28 | | Stormwater Pollution Prevention Plan (SWPPP) Maintenance Allowance | 1 L.S. 29 | | Construct Aggregate Bedding for Type R2 , 6" HDPE Downspout Pipe | 50 L.F. 30 | 701.030 | Construct Aggregate Bedding for Type R2 , 12" Storm Sewer Pipe | 65 L.F. 31 | 701.031 | Construct Aggregate Bedding for Type R2 , 15" Storm Sewer Pipe | 16 L.F. 32 | 701.032 | Construct Aggregate Bedding for Type R2 , 18" Storm Sewer Pipe | 555 L.F. 33 | 701.034 | Construct Aggregate Bedding for Type R2 , 24" Storm Sewer Pipe | 40 L.F. 34 | 701.037 | Construct Aggregate Bedding for Type R2 , 36" Storm Sewer Pipe | 410 L.F. 35 | 701.038 | Construct Aggregate Bedding for Type R2 , 42" Storm Sewer Pipe | 80 L.F. 36 | | Construct 6" I.D. H.D.P.E Pipe For Downspout, In Place | 50 L.F. 37 | 702.050 | Construct 12" I.D. R.C.P., Class III, In Place | 65 L.F. 38 | 702.051 | Construct 15" I.D. R.C.P., Class III, In Place | 16 L.F. 39 | 702.052 | Construct 18" I.D. R.C.P., Class III, In Place | 555 L.F. 40 | 702.054 | Construct 24" I.D. R.C.P., Class III, In Place | 40 L.F. 41 | 702.057 | Construct 36" I.D. R.C.P., Class III, In Place | 410 L.F. 42 | 702.058 | Construct 42" I.D. R.C.P., Class III, In Place | 80 L.F. 43 | 702.821 | Construct 15" R.C.P. Flared End Section with Bar Grates, In Place | 1 EA. 44 45 | 702.827 | Construct 42" R.C.P. Flared End Section with Bar Grates, In Place Construct 48" I.D. Storm Sewer Manhole, In Place | 1 7 EA. V.F. 46 | 702.900 | Construct 54" I.D. Storm Sewer Manhole, In Place | 6 V.F. 47 | 702.903 | Construct 72" I.D. Storm Sewer Manhole, In Place | 15 V.F. 48 | 702.905 | Construct 84" I.D. Storm Sewer Manhole, In Place | 26 V.F. 49 | 702.920 | Construct Curb Inlet - Type I , In Place | 1 EA. 50 | 702.922 | Construct Curb Inlet - Type III , In Place | 2 EA. 51 | 702.941 | Construct Area Inlet - Type II | 2 EA. 52 | | Modify Existing Curb Inlet Structure and replace with 3 Saddle-Creek Inlets, In Place | 1 L.S. 53 | 805.100 | Construct Type B Rip-Rap, In Place | 50 TON 54 | | Construct Flex-a-Mat Apron, In Place | 100 S.F. 55 | 1004.300 | Install Frame and Solid Storm Manhole Cover, In Place | 7 EA. 56 | 702.850 | Construct 6" Storm Sewer Pipe Plug (Downspouts), In Place | 1 EA. 57 | 702.855 | Construct 18" Storm Sewer Pipe Plug, In Place | 2 EA. 58 | | Construct Concrete Pipe Collar, In Place | 1 EA. 59 | 501.003 | Construct 9" Concrete Pavement (Type 47B-3500), In Place | 200 S.Y. 60 | 501.002 | Construct 8" Concrete Pavement (Type 47B-3500), In Place | 6,840 S.Y. 61 | 501.000 | Construct 6" Concrete Sidewalk Pavement (Type 47B-3500), In Place | 1,890 S.Y. 62 | | Subgrade Preparation, In Place | 3,550 C.Y. 63 | 905.032 | Permanent Paint Marking, 5" White, In Place | 3,220 L.F. 64 | | Permanent Paint Pavement Marking Symbol (White), In Place | 6 EA. 65 | 504.000 | Construct PCC Curb Ramp, In Place | 7 EA. 66 67 | 702.450 | Construct 2" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place Construct 4" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place | 85 215 L.F. L.F. 68 | 702.451 | Construct 6" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place | 780 L.F. 69 | | 6" x 6" x 6" D.I. Tee w/ Backing Block, In Place | 3 EA. 70 | | 6" x 6" x 4" D.I. Tee w/ Backing Block, In Place | 1 EA. 71 | | 4" 45° Bend, M.J. w/ Backing Block, In Place | 2 EA. 72 | | 6" 11.25° Bend, M.J. w/ Backing Block, In Place | 1 EA. 73 | | 6" 22.5° Bend, M.J. w/ Backing Block, In Place | 2 EA. 74 | | 4" D.I. Gate Valve, In Place | 1 EA. 75 | | 6" D.I. Gate Valve, In Place | 1 EA. 76 | | Construct 2" D.I.P. Cap | 1 EA. 77 | | Construct 4" D.I.P. Cap | 1 EA. 78 | | Hydrant Assembly, In Place | 1 EA. 79 | | 2" Service Saddle with Corp Stop and Box, In Place | 1 EA. 80 | | Construct 48" I.D. Water Manhole with 6" Check Valve, In Place | 12 V.F. 81 | | 6" x 4" D.I. Reducer, In Place If Necessary | 1 EA. 82 | | Construct 4" PVC Sanitary Sewer Pipe, In Place | 50 L.F. 83 | 703.176 | Construct 8" PVC Sanitary Sewer Pipe, In Place | 510 L.F. 84 | | Construct Aggregate Bedding for Type F3, 4" Sanitary Sewer, In Place | 50 L.F. 85 | 701.260 | Construct Aggregate Bedding for Type F3, 8" Sanitary Sewer, In Place | 510 L.F. 86 | | Construct 54" I.D. Sanitary Manhole, In Place | 30 V.F. 87 | 1004.300 | Install Frame and Solid Sanitary Manhole Cover, In Place | 3 EA. 88 | 904.025 | Furnish and Install 4" Conduit With Pull Rope -Trenched | 630 L.F. 89 | 904.023 | Furnish and Install 2" Conduit With Pull Rope -Trenched | 1,210 L.F. 90 | | Furnish and Install Transformer Box Pad, In Place | 1 EA. 91 | | Furnish and Install Ground Rod, In Place | 1 EA. 92 | | Tracer Wire (Solid Single Copper Conductor, 12 gage), In Place | 630 L.F. 93 | 607.000 | Construct Reinforced P.C.C. Retaining Wall, In Place | 400 S.F. 94 | 807.001 | Construct 48" Chain Link Fence, In Place | 220 L.F. Additions Item | Omaha Spec. # | Description | Estimated Quantities 3 | 102.000 | Clearing and Grubbing - General | 1 L.S. 9 | 105.140 | Remove Sidewalk | 120 S.F. 19 | 802.201 | Install Seeding - Type B, In Place | 965 S.Y. 59 | 501.000 | Construct 6" Concrete Sidewalk Pavement (Type 47B-3500), In Place | 480 S.Y. 60 | | Subgrade Preparation, In Place | 190 C.Y. 63 | 504.000 | Construct PCC Curb Ramp, In Place | 1 EA. All work called for in the drawings and specifications shall be furnished in strict accordance with the drawings and specifications prepared by Thompson, Dreessen & Dorner, Inc., Engineers for the City of La Vista, and now filed in the office of Thompson, Dreessen & Dorner, Inc., 10836 Old Mill Road, Omaha, NE 68154. Each bid shall be accompanied in a SEPARATE SEALED ENVELOPE by a certified check or bid bond in an amount of not less than five percent of the amount bid and such certified check or bid bond shall be payable to the Treasurer of the City of La Vista, Nebraska as security that the bidder to whom the contract may be awarded will enter into a contract to build the improvement in accordance with this Notice to Contractors and will give a contract and maintenance bond in the amount of 100% of the contract price. No bidder may withdraw his proposal for a period of sixty (60) days after the date set for the opening of bids. The City of La Vista reserves the right to reject any or all bids and to waive informalities. The City of La Vista, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidden that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin, sex, age and disability/handicap in consideration for an award. Drawings, Specifications and Contract Documents may be examined online at the Standard Digital Imaging website. Search for the project name in the Plan Room found at the StandardSHARE Plan Room. Downloadable PDF files and hardcopy prints may be procured from StandardSHARE or the offices of Standard Digital Imaging: 4424 S. 108th St., Omaha, NE 68137, phone 402-592-1292. All costs associated with obtaining documents are the responsibility of the bidder and are non-refundable. Project documents may also be examined at the office of The City Clerk of the City of La Vista at City of La Vista City Hall, 8116 Park View Blvd., La Vista, NE 68128. In order to ensure bidders are aware of all issued documents pertaining to this opportunity -- bids will only be accepted from those listed on the planholders list kept at the offices of Standard Digital Imaging / StandardSHARE. The City of La Vista, Nebraska reserves the right to waive informalities and to reject all or any bids. CITY OF LA VISTA, NEBRASKA Douglas Kindig, Mayor Rachel Carl, Clerk
City of Moreno Valley
CityCA
Posted
Oct 27, 2026
Closes
Nov 23, 2026
Amphitheater Park Restroom Site Improvements
The work to be done consists of furnishing all labor, materials, necessary tools and machinery, supervision and coordination, required to perform all site Utility, Foundation, and Landscape Work to install a Prefabricated Restroom Building (City Purchased) at the Moreno Valley Amphitheater site. The bidder is solely responsible for on time submission of their electronic bid. The City will only consider bids that have been transmitted successfully and have been issued an ebid confirmation number with a time stamp from the Bid Management System indicating that the bid was submitted successfully. Transmission of bids by any other means will not be accepted. Bidder shall be solely responsible for informing itself with respect to the proper utilization of the bid management system, for ensuring the capability of their computer system to upload the required documents, and for the stability of their internet service. Failure of the bidder to successfully submit an electronic bid shall be at the bidder's sole risk and no relief will be given for late and/or improperly submitted bids. Bidders experiencing any technical difficulties with the bid submission process may contact PlanetBids at (818) 992-1771. Neither the City, nor PlanetBids, makes any guarantee as to the timely availability of assistance, or assurance that any given problem will be resolved by the bid submission deadline.

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City of La Vista

CityNE

Posted

Nov 9, 2026

Closes

Dec 4, 2026

Central Park West Site Improvements

# NOTICE TO CONTRACTORS # CENTRAL PARK WEST SITE IMPROVEMENTS # PROJECT NO. PARK 25001 Sealed proposals will be received by Rachel Carl, Clerk of said City, at the City of La Vista, City Hall, 8116 Parkview Boulevard, La Vista, NE 68128, until 10:00 AM on the 4th day of December, 2026, for the furnishing of all labor, materials, use of Contractor's equipment, plant and all else necessary to construct properly all of the improvements within the improvement of CENTRAL PARK WEST SITE IMPROVEMENTS. At such hour, or as soon as practicable thereafter, the City of La Vista will proceed to publicly open in the presence of all bidders and consider the bids received for the furnishing of such labor, materials, and equipment necessary for the proper construction of such improvements. The extent of the work consists of the construction or other effectuation of the items listed below and other related preparatory and subsidiary work from issuance of the Notice to Proceed: BASE BID Item | Omaha Spec. # | Description | Estimated Quantities 1 | 1109.000 | Mobilization | 1 L.S. 2 | | Traffic Control | 1 L.S. 3 | 102.000 | Clearing and Grubbing - General | 1 L.S. 4 | 102.010 | Clearing and Grubbing Trees Over 9" to 18" Diameter | 5 EA. 5 | 102.020 | Clearing and Grubbing Trees Over 18" to 27" Diameter | 1 EA. 6 | 102.030 | Clearing and Grubbing Trees Over 27" to 36" Diameter | 1 EA. 7 | 105.100 | Remove Pavement | 2,880 S.Y. 8 | | Remove Gravel Surfacing | 975 S.Y. 9 | 105.140 | Remove Sidewalk | 450 S.F. 10 | 103.002 | Remove 15" to 18" Storm Sewer Pipe | 25 L.F. 11 | 103.005 | Remove 36" Storm Sewer Pipe | 30 L.F. 12 | 103.006 | Remove 42" Storm Sewer Pipe | 350 L.F. 13 | | Remove Wood Bollard Posts | 21 EA. 14 | | Remove Existing Ball Field Bleachers and Dugout Benches | 1 L.S. 15 | | Remove Existing Ball Park Fencing | 1 L.S. 16 | | Remove Existing Light Pole and Overhead Power Lines | 1 L.S. 17 | | Common Earthwork, In Place | 4,500 C.Y. 18 | | Topsoil (Moved Twice), Established Quantity | 5,000 C.Y. 19 | 101.001 | Install Silt Fence | 1,330 L.F. 20 | 802.201 | Install Seeding - Type B, In Place | 6,080 S.Y. 21 22 | 803.202 | Install Rolled Erosion Control, Type I with Seeding - Type B, In Place Temporary Seeding Mix, In Place | 2,330 20,000 S.Y. S.Y. 23 | 101.006 | Install Wattle (12" diameter) | 60 L.F. 24 | 101.002 | Install Area Inlet Protection | 2 EA. 25 | 101.003 | Install Curb Inlet Protection | 3 EA. 26 | 101.005 | Install Construction Entrance | 2 EA. 27 | 101.007 | Install Concrete Washout | 1 EA. 28 | | Stormwater Pollution Prevention Plan (SWPPP) Maintenance Allowance | 1 L.S. 29 | | Construct Aggregate Bedding for Type R2 , 6" HDPE Downspout Pipe | 50 L.F. 30 | 701.030 | Construct Aggregate Bedding for Type R2 , 12" Storm Sewer Pipe | 65 L.F. 31 | 701.031 | Construct Aggregate Bedding for Type R2 , 15" Storm Sewer Pipe | 16 L.F. 32 | 701.032 | Construct Aggregate Bedding for Type R2 , 18" Storm Sewer Pipe | 555 L.F. 33 | 701.034 | Construct Aggregate Bedding for Type R2 , 24" Storm Sewer Pipe | 40 L.F. 34 | 701.037 | Construct Aggregate Bedding for Type R2 , 36" Storm Sewer Pipe | 410 L.F. 35 | 701.038 | Construct Aggregate Bedding for Type R2 , 42" Storm Sewer Pipe | 80 L.F. 36 | | Construct 6" I.D. H.D.P.E Pipe For Downspout, In Place | 50 L.F. 37 | 702.050 | Construct 12" I.D. R.C.P., Class III, In Place | 65 L.F. 38 | 702.051 | Construct 15" I.D. R.C.P., Class III, In Place | 16 L.F. 39 | 702.052 | Construct 18" I.D. R.C.P., Class III, In Place | 555 L.F. 40 | 702.054 | Construct 24" I.D. R.C.P., Class III, In Place | 40 L.F. 41 | 702.057 | Construct 36" I.D. R.C.P., Class III, In Place | 410 L.F. 42 | 702.058 | Construct 42" I.D. R.C.P., Class III, In Place | 80 L.F. 43 | 702.821 | Construct 15" R.C.P. Flared End Section with Bar Grates, In Place | 1 EA. 44 45 | 702.827 | Construct 42" R.C.P. Flared End Section with Bar Grates, In Place Construct 48" I.D. Storm Sewer Manhole, In Place | 1 7 EA. V.F. 46 | 702.900 | Construct 54" I.D. Storm Sewer Manhole, In Place | 6 V.F. 47 | 702.903 | Construct 72" I.D. Storm Sewer Manhole, In Place | 15 V.F. 48 | 702.905 | Construct 84" I.D. Storm Sewer Manhole, In Place | 26 V.F. 49 | 702.920 | Construct Curb Inlet - Type I , In Place | 1 EA. 50 | 702.922 | Construct Curb Inlet - Type III , In Place | 2 EA. 51 | 702.941 | Construct Area Inlet - Type II | 2 EA. 52 | | Modify Existing Curb Inlet Structure and replace with 3 Saddle-Creek Inlets, In Place | 1 L.S. 53 | 805.100 | Construct Type B Rip-Rap, In Place | 50 TON 54 | | Construct Flex-a-Mat Apron, In Place | 100 S.F. 55 | 1004.300 | Install Frame and Solid Storm Manhole Cover, In Place | 7 EA. 56 | 702.850 | Construct 6" Storm Sewer Pipe Plug (Downspouts), In Place | 1 EA. 57 | 702.855 | Construct 18" Storm Sewer Pipe Plug, In Place | 2 EA. 58 | | Construct Concrete Pipe Collar, In Place | 1 EA. 59 | 501.003 | Construct 9" Concrete Pavement (Type 47B-3500), In Place | 200 S.Y. 60 | 501.002 | Construct 8" Concrete Pavement (Type 47B-3500), In Place | 6,840 S.Y. 61 | 501.000 | Construct 6" Concrete Sidewalk Pavement (Type 47B-3500), In Place | 1,890 S.Y. 62 | | Subgrade Preparation, In Place | 3,550 C.Y. 63 | 905.032 | Permanent Paint Marking, 5" White, In Place | 3,220 L.F. 64 | | Permanent Paint Pavement Marking Symbol (White), In Place | 6 EA. 65 | 504.000 | Construct PCC Curb Ramp, In Place | 7 EA. 66 67 | 702.450 | Construct 2" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place Construct 4" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place | 85 215 L.F. L.F. 68 | 702.451 | Construct 6" D.I.P. CL 350 Water Main w/ Tracer Wire, In Place | 780 L.F. 69 | | 6" x 6" x 6" D.I. Tee w/ Backing Block, In Place | 3 EA. 70 | | 6" x 6" x 4" D.I. Tee w/ Backing Block, In Place | 1 EA. 71 | | 4" 45° Bend, M.J. w/ Backing Block, In Place | 2 EA. 72 | | 6" 11.25° Bend, M.J. w/ Backing Block, In Place | 1 EA. 73 | | 6" 22.5° Bend, M.J. w/ Backing Block, In Place | 2 EA. 74 | | 4" D.I. Gate Valve, In Place | 1 EA. 75 | | 6" D.I. Gate Valve, In Place | 1 EA. 76 | | Construct 2" D.I.P. Cap | 1 EA. 77 | | Construct 4" D.I.P. Cap | 1 EA. 78 | | Hydrant Assembly, In Place | 1 EA. 79 | | 2" Service Saddle with Corp Stop and Box, In Place | 1 EA. 80 | | Construct 48" I.D. Water Manhole with 6" Check Valve, In Place | 12 V.F. 81 | | 6" x 4" D.I. Reducer, In Place If Necessary | 1 EA. 82 | | Construct 4" PVC Sanitary Sewer Pipe, In Place | 50 L.F. 83 | 703.176 | Construct 8" PVC Sanitary Sewer Pipe, In Place | 510 L.F. 84 | | Construct Aggregate Bedding for Type F3, 4" Sanitary Sewer, In Place | 50 L.F. 85 | 701.260 | Construct Aggregate Bedding for Type F3, 8" Sanitary Sewer, In Place | 510 L.F. 86 | | Construct 54" I.D. Sanitary Manhole, In Place | 30 V.F. 87 | 1004.300 | Install Frame and Solid Sanitary Manhole Cover, In Place | 3 EA. 88 | 904.025 | Furnish and Install 4" Conduit With Pull Rope -Trenched | 630 L.F. 89 | 904.023 | Furnish and Install 2" Conduit With Pull Rope -Trenched | 1,210 L.F. 90 | | Furnish and Install Transformer Box Pad, In Place | 1 EA. 91 | | Furnish and Install Ground Rod, In Place | 1 EA. 92 | | Tracer Wire (Solid Single Copper Conductor, 12 gage), In Place | 630 L.F. 93 | 607.000 | Construct Reinforced P.C.C. Retaining Wall, In Place | 400 S.F. 94 | 807.001 | Construct 48" Chain Link Fence, In Place | 220 L.F. Additions Item | Omaha Spec. # | Description | Estimated Quantities 3 | 102.000 | Clearing and Grubbing - General | 1 L.S. 9 | 105.140 | Remove Sidewalk | 120 S.F. 19 | 802.201 | Install Seeding - Type B, In Place | 965 S.Y. 59 | 501.000 | Construct 6" Concrete Sidewalk Pavement (Type 47B-3500), In Place | 480 S.Y. 60 | | Subgrade Preparation, In Place | 190 C.Y. 63 | 504.000 | Construct PCC Curb Ramp, In Place | 1 EA. All work called for in the drawings and specifications shall be furnished in strict accordance with the drawings and specifications prepared by Thompson, Dreessen & Dorner, Inc., Engineers for the City of La Vista, and now filed in the office of Thompson, Dreessen & Dorner, Inc., 10836 Old Mill Road, Omaha, NE 68154. Each bid shall be accompanied in a SEPARATE SEALED ENVELOPE by a certified check or bid bond in an amount of not less than five percent of the amount bid and such certified check or bid bond shall be payable to the Treasurer of the City of La Vista, Nebraska as security that the bidder to whom the contract may be awarded will enter into a contract to build the improvement in accordance with this Notice to Contractors and will give a contract and maintenance bond in the amount of 100% of the contract price. No bidder may withdraw his proposal for a period of sixty (60) days after the date set for the opening of bids. The City of La Vista reserves the right to reject any or all bids and to waive informalities. The City of La Vista, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office the Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidden that it will affirmatively insure that in any contract entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin, sex, age and disability/handicap in consideration for an award. Drawings, Specifications and Contract Documents may be examined online at the Standard Digital Imaging website. Search for the project name in the Plan Room found at the StandardSHARE Plan Room. Downloadable PDF files and hardcopy prints may be procured from StandardSHARE or the offices of Standard Digital Imaging: 4424 S. 108th St., Omaha, NE 68137, phone 402-592-1292. All costs associated with obtaining documents are the responsibility of the bidder and are non-refundable. Project documents may also be examined at the office of The City Clerk of the City of La Vista at City of La Vista City Hall, 8116 Park View Blvd., La Vista, NE 68128. In order to ensure bidders are aware of all issued documents pertaining to this opportunity -- bids will only be accepted from those listed on the planholders list kept at the offices of Standard Digital Imaging / StandardSHARE. The City of La Vista, Nebraska reserves the right to waive informalities and to reject all or any bids. CITY OF LA VISTA, NEBRASKA Douglas Kindig, Mayor Rachel Carl, Clerk