G - Schedule of Prices.pdf
PDF 294 KB Posted
- Attached to
- 26-13 Wor982210D (Worth)
- Solicitation number
- 26-13 Wor982210D (Worth)
- Issued by
- Winnebago County, Iowa
About this file
This is a Schedule of Prices document for the State of Iowa's Wor982210D Nutrient Reduction Wetland Project, Bid No. 26-13, located in Section 10, Township 99 North, Range 22 West, Worth County, Iowa. The project involves construction of East and West wetland systems designed to treat water from an existing ditch using solar panel-powered pumps. Work includes selective clearing, excavation and grading, tile and outlet structure installation, pump installation, riprap placement, and seeding across approximately 7,500 cubic yards of earthwork, 700 linear feet of pipe installation, and 2.5 acres of seeding. The project is divided into two sites (West and East) with separate bid line items for each. Construction must be completed by September 1, 2027, with seeding completion required by December 15, 2027, following specifications for seeding dates. The project includes installation of 2 modified SW-512 intake concrete structures, 3 modified SW-513 outlet concrete structures, 2 modified SW-401 and 402 lift stations concrete structures, and 3 solar pump systems. Both sites will be awarded together to the lowest qualified bidder.
Bidders must submit pricing for all line items in the schedule through the online Iowa Management of Procurement & Contracts System (IMPACS) platform. The estimated construction cost range is $225,000 to $325,000. The schedule requires bidders to enter unit prices for each work item and material, with quantities specified for both the West site (including 2,752 cubic yards of general excavation, 165 cubic yards of general earthfill, and 2,156 cubic yards of general dam earthfill) and East site (including 100 cubic yards of general earthfill and 845 cubic yards of general dam earthfill). Mobilization and demobilization costs must be calculated as a lump sum and split equally between the two sites. All bids must be submitted through IMPACS at https://solutions.sciquest.com/apps/Router/SupplierLogin?CustOrg=DASIowa.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| F - Geotechnical Report.pdf | ||
| I - Doc EE Bid Bond.pdf | ||
| C -Specifications.pdf | ||
| B - Bid Book.pdf | ||
| E - H&H Report.pdf | ||
| D - Plans.pdf | ||
| H - Doc CC Proposal - Acknowledgment - Affidavit.pdf | ||
| A - Notice to Bidders.pdf |
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Wor982210D Nutrient Reduction Wetland Project DOCUMENT CC Bid No. 26-13 PROPOSAL AND SCHEDULE OF PRICES
CC-4
SCHEDULE OF PRICES
Wor982210D Project Contract No. 26-13 Section 10, Township 99 North, Range 22 West, Worth County, Iowa
Name of Bidder:_______________________________________________________________________________
IMPACS
No.
Eng's Item No.
Work or Material Spec No. Est Qty Unit Unit
Price Total
WEST
1.1 1 Site Stripping & Preparation IA CS-001 1.0 LS
2 Crop Damage IA CS-001 0.0
1.2 3 Structure and Channel Seeding IA CS-006 1.2 AC
4 Buffer Seeding IA CS-006 0.0
1.3 5 Mobilization and Demobilization** IA CS-008 1 LS
1.4 6 Headwall and Tile Removal IA CS-009 1 HR
1.5 7 Excavation (General) IA CS-021 2,752 CY
1.6 8 Earthfill (General) IA CS-023 165 CY
1.7 9 Earthfill (General Dam) IA CS-023 2,156 CY
1.8 10 Topsoil Placement IA CS-026 1,169 CY
11 Reinforced Concrete Pipe (RCP)
1.9 11.1 12" Dia. RCP IA CS-031 60 LF
11.2 18" Dia. RCP IA CS-031 0
1.10 11.3 24" Dia. RCP IA CS-031 38 LF
1.11 11.4 30" Dia. RCP IA CS-031 111 LF
1.12 11.5 36" Dia. RCP IA CS-031 70 LF
12 Reinforced Concrete Apron, Footing, Bar Guard
12.2 18" Dia. IA CS-031 0
1.13 13 24" Reinforced Concrete Tee IA CS-031 1 EA
14 Modified SW-401 Pump Basin IA CS-031 0
1.14 15 Modified SW-402 Pump Basin IA CS-031 1 EA
16 Solar Pump System (3 HP Turbine) IA CS-031 0
1.15 17 Solar Pump System (1.5 HP Axial) IA CS-031 2 EA
18 Concrete Structures (Inlet)
1.16 18.1 SW-512 Circular Area Intake (18") IA CS-031 2 EA
19 Concrete Structures (Outlet)
19.1 Modified SW-513 Outlet Structure (One-
Sided, 48" x 48") IA CS-031 0
1.17 19.2 Modified SW-513 Outlet Structure (Three- Sided, 48" x 48") IA CS-031 1 EA
1.18 19.3 Modified SW-513 Outlet Structure (Four- Sided, 66" x 66") IA CS-031 1 EA
1.19 20 6" Dia. PVC Pipe IA CS-045 236 LF
1.20 21 Tile Connection - 10" Dia. Or Smaller IA CS-046 2 EA
1.21 22 Tile Connection - 12" Dia. Or Larger IA CS-046 1 EA
23 CMP Tile Outlet
1.22 23.1 15" Dia. IA CS-051 1 EA
23.2 24" Dia. IA CS-051 0
1.23 23.3 36" Dia. IA CS-051 1 EA
1.24 23.4 42" Dia. IA CS-051 1 EA
1.25 24 Riprap (Class E) IA CS-061 99.0 TN
*IMPACS will not accept an amount less than 1.
** For Mobilization: Calculate your lump sum cost and put 1/2 under each site
Sub -TOTAL BASE BID……………………………………………………………………WEST…$________________
Wor982210D Nutrient Reduction Wetland Project DOCUMENT CC Bid No. 26-13 PROPOSAL AND SCHEDULE OF PRICES
CC-5
IMPACS
No.
Eng's Item No.
Work or Material Spec No. Est Qty Unit Unit
Price
EAST
2.1 1 Site Stripping & Preparation IA CS-001 1.0 LS
2 Crop Damage IA CS-001 0.0
2.2 3 Structure and Channel Seeding* IA CS-006 1.0 AC
2.3 4 Buffer Seeding* IA CS-006 1.0 AC
2.4 5 Mobilization and Demobilization** IA CS-008 1 LS
2.5 6 Headwall and Tile Removal IA CS-009 1 HR
7 Excavation (General) IA CS-021 0
2.6 8 Earthfill (General) IA CS-023 100 CY
2.7 9 Earthfill (General Dam) IA CS-023 845 CY
2.8 10 Topsoil Placement IA CS-026 327 CY
11 Reinforced Concrete Pipe (RCP)
11.1 12" Dia. RCP IA CS-031 0
2.90 11.2 18" Dia. RCP IA CS-031 180 LF
11.3 24" Dia. RCP IA CS-031 0
11.4 30" Dia. RCP IA CS-031 0
11.5 36" Dia. RCP IA CS-031 0
12 Reinforced Concrete Apron, Footing, Bar Guard
2.10 12.2 18" Dia. IA CS-031 1 EA
13 24" Reinforced Concrete Tee IA CS-031 0
2.11 14 Modified SW-401 Pump Basin IA CS-031 1 EA
15 Modified SW-402 Pump Basin IA CS-031 0
2.12 16 Solar Pump System (3 HP Turbine) IA CS-031 1 EA
17 Solar Pump System (1.5 HP Axial) IA CS-031 0 18 Concrete Strucutres (Inlet)
18.1 SW-512 Circular Area Intake (18") IA CS-031 0
19 Concrete Strucutres (Outlet)
2.13 19.1 Modified SW-513 Outlet Structure (One-Sided, 48" x 48") IA CS-031 1 EA
19.2 Modified SW-513 Outlet Structure (Three-Sided, 48" x 48") IA CS-031 0
19.3 Modified SW-513 Outlet Structure (Four-Sided, 66" x 66") IA CS-031 0
20 6" Dia. PVC Pipe IA CS-045 0
2.14 21 Tile Connection - 10" Dia. Or Smaller IA CS-046 1 EA
2.15 22 Tile Connection - 12" Dia. Or Larger IA CS-046 1 EA
* For acres, enter a unit price for 1 unit, and the bid tabulation will be adjusted based on the engineer's estimated quantity.
** For Mobilization: Calculate your lump sum cost and put 1/2 under each site
Sub -TOTAL BASE BID……………………………………………………………………EAST…$________________
Worksheet purposes only. Bids will only be accepted through the on-line Iowa Management of Procurement & Contracts System
(IMPACS).
To register and learn about IMPACS, go to:https://solutions.sciquest.com/apps/Router/SupplierLogin?CustOrg=DASIowa
END OF DOCUMENT CC
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