This project consists of eight separate construction divisions, with four alternates for Division 1, Division 3, and Division 6, and two alternates for Divisions 2, 4, 5, 7, and 8. Alternate 1 is the 0.75” drainage coefcient RCP design, Alternate 2 is the 0.75” drainage coefcient HDPE design, Alternate 3 is the 1” drainage coefcient RCP design, and Alternate 4 is the 1” drainage coefcient HDPE design. Division 1, Lateral 40 Tile Improvement work on private lands. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 5,980 linear feet of 42” diameter RCP tile, 2,780 linear feet of 36” diameter RCP tile, 2,925 linear feet of 30” diameter RCP tile, 903 linear feet of 24” diameter RCP tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 2, the 0.75” Drainage Coefcient, consists of approximately 5,980 linear feet of 42” diameter HDPE tile, 2,780 linear feet of 36” diameter HDPE tile, 2,925 linear feet of 30” diameter HDPE tile, 903 linear feet of 24” diameter HDPE tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 3, the 1” Drainage Coefcient, consists of approximately 5,980 linear feet of 48” diameter RCP tile, 834 linear feet of 42” diameter RCP tile, 2,150 linear feet of 36” diameter RCP tile, 2500 linear feet of 30” diameter RCP tile, 858 linear feet of 24” diameter RCP tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 4, the 1” Drainage Coefcient, consists of approximately 5,980 linear feet of 48” diameter HDPE tile, 834 linear feet of 42” diameter HDPE tile, 2,150 linear feet of 36” diameter HDPE tile, 2500 linear feet of 30” diameter HDPE tile, 858 linear feet of 24” diameter HDPE tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Division 2, Lateral 40 County Road Crossing 400th Street. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 66 linear feet of 42” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Alternate 2, the 1” Drainage Coefcient, consists of approximately 66 linear feet of 48” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Division 3, Lateral 40 County Road Crossing 80th Avenue. Alternate 1, the 0.75” Drainage Coefcient, consists of 84 linear feet of 44” steel casing pipe bored trenchless installation, trafc control, and mobilization. Alternate 2, the 0.75” Drainage Coefcient, consists of 84 linear feet of 44” RCP trenched installation, trafc control, and mobilization. Alternate 3, the 1” Drainage Coefcient, consists of 84 linear feet of 50” steel casing pipe bored trenchless installation, trafc control, and mobilization. Alternate 4, the 1” Drainage Coefcient, consists of 84 linear feet of 50” RCP trenched installation, trafc control, and mobilization. Division 4, Lateral 40 County Road Crossing 70th Avenue. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 66 linear feet of 36” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Alternate 2, the 1” Drainage Coefcient, consists of approximately 66 linear feet of 42” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Division 5, Lateral 40 County Road Crossing 60th Avenue. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 66 linear feet of 24” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Alternate 2, the 1” Drainage Coefcient, consists of approximately 66 linear feet of 24” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Division 6, Lateral 42 Tile Improvement work on private lands. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 3,034 linear feet of 30” diameter RCP tile, 1,084 linear feet of 24” diameter RCP tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 2, the 0.75” Drainage Coefcient, consists of approximately 3,034 linear feet of 30” diameter HDPE tile, 1,084 linear feet of 24” diameter HDPE tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 3, the 1” Drainage Coefcient, consists of approximately 3,634 linear feet of 30” diameter RCP tile, 484 linear feet of 24” diameter RCP tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Alternate 4, the 1” Drainage Coefcient, consists of approximately 3,634 linear feet of 30” diameter HDPE tile, 484 linear feet of 24” diameter HDPE tile, cross connections with the existing tile, connections of both existing private tile and district facilities to the new tile, placing trench foundation stone, and all related structures and/or fabricated tile elbows. Division 7, Lateral 42 County Road Crossing 70th Avenue. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 66 linear feet of 30” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Alternate 2, the 1” Drainage Coefcient, consists of approximately 66 linear feet of 30” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Division 8, Lateral 42 County Road Crossing 410th Street. Alternate 1, the 0.75” Drainage Coefcient, consists of approximately 66 linear feet of 24” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. Alternate 2, the 1” Drainage Coefcient, consists of approximately 66 linear feet of 24” diameter RCP tile open cut installation, road ditch seeding, trafc control, and all related structures and/or fabricated tile elbows. All Divisions and Alternates also include any and all other miscellaneous items related thereto. Bidders must bid on all Divisions and Alternates. The Board of Supervisors, acting as Trustees, will select any combination of Divisions and Alternates, which is in the best interest of the Drainage District, based on bid factors such as price, and pipe material. All Bidders will be required to complete each division and alternate of the “Proposal, Attachment C, Bid Items and Quantities” (including all alternate options) to be considered for the award.
