Project Items
| Line | Item Number | Description | Units | Quantity |
|---|---|---|---|---|
| Base Bid | ||||
| 1 | 2021.501 | MOBILIZATION | LS | 1 |
| 2 | 2563.601 | TRAFFIC CONTROL | LS | 1 |
| 3 | 2011.601 | AS BUILT | LS | 1 |
| 4 | 2101.502 | CLEARING (6-12" Tree, Approx 276 qty) | LS | 1 |
| 5 | 2101.502 | CLEARING (13-18" Tree, Approx 17 qty) | LS | 1 |
| 6 | 2101.502 | CLEARING (19"+ Tree, Approx 1 qty) | LS | 1 |
| 7 | 2101.505 | GRUBBING (BY MACHINE) | ACRE | 6.55 |
| 8 | 2101.505 | GRUBBING (BY HAND) | ACRE | 0.32 |
| 9 | 2104.503 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 150 |
| 10 | 2104.503 | REMOVE CONCRETE PAVEMENT | SQ YD | 32 |
| 11 | 2104.503 | REMOVE CONCRETE CURB & GUTTER | LIN FT | 80 |
| 12 | 2108.504 | GEOTEXTILE FABRIC TYPE 5 | SQ YD | 5,530 |
| 13 | 2106.507 | EXCAVATION - COMMON (P) | CU YD | 16,625 |
| 14 | 2574.507 | FILTER TOPSOIL BORROW | CU YD | 335 |
| 15 | 2211.509 | AGGREGATE BASE CLASS 5 - PARKING LOT | TONS | 2,350 |
| 16 | 2211.509 | AGGREGATE BASE CLASS 5 - CSAH 12 | TONS | 45 |
| 17 | 2211.509 | AGGREGATE BASE CLASS 5 - TRAIL | TONS | 1,421 |
| 18 | 2106.507 | SAND SUBBASE - PARKING LOT | CU YD | 1,765 |
| 19 | 2106.507 | SAND SUBBASE - CSAH | CU YD | 110 |
| 20 | 2360.509 | TYPE SPWEA240B WEAR COURSE - PARKING LOT | TON | 550 |
| 21 | 2360.509 | TYPE SPNWB230B NON-WEAR COURSE - PARKING LOT | TON | 550 |
| 22 | 2360.509 | TYPE SPWEA240B WEAR COURSE - TRAIL | TON | 715 |
| 23 | 2360.509 | TYPE SP 12.5 WEAR COURSE, MIXTURE (4,F) - CSAH 12 | TON | 20 |
| 24 | 2360.509 | TYPE SP 12.5 NON-WEAR COURSE, MIXTURE (4,F) - CSAH 12 | TON | 45 |
| 25 | 2531.503 | SURMOUNTABLE CURB & GUTTER - PARKING LOT | LIN FT | 2,235 |
| 26 | 2521.518 | 4" CONCRETE WALK (Reinforced, P-01A) | SQ FT | 12,360 |
| 27 | 2301.504 | 6" CONCRETE WALK (Reinforced, P-01B) | SQ FT | 1,303 |
| 28 | 2540.618 | CONCRETE PAVERS (P-03) | SQ FT | 655 |
| 29 | 2301.504 | 8" CONCRETE DRIVEWAY APRON W/REBAR | SQ FT | 540 |
| 30 | 2531.503 | CONCRETE CURB & GUTTER DESIGN B618 | LIN FT | 10 |
| 31 | 2531.503 | CONCRETE CURB SPECIAL- CURB TYPE 01 SPEC: 03 30 00 CAST-IN-PLACE CONCRETE |
LIN FT | 178 |
| 32 | 2531.618 | TRUNCATED DOMES | EACH | 2 |
| 33 | 2540.602 | PARKING LOT SIGNAGE (ACCESSIBLE PARKING SIGNS) | SF | 7.5 |
| 34 | 2582.503 | 4" SOLID LINE PAINT (PAVEMENT STRIPING) | LF | 2,850 |
| 35 | 2545.601 | SITE ELECTRICAL | LS | 1 |
| 36 | 2557.601 | AUTOMATIC ROAD ENTRANCE GATE | LS | 1 |
| 37 | 2572.503 | ROOT PRUNING | LIN FT | 90 |
| 38 | 2572.503 | TEMPORARY/TREE PROTECTION FENCE | LIN FT | 5,306 |
| 39 | 2571.502 | PRUNE TREES | TREE | 2 |
| 40 | 2573.503 | SILT FENCE, TYPE MS | L F | 6,675 |
| 41 | 2573.503 | SEDIMENT CONTROL LOG TYPE WOOD CHIP | LIN FT | 330 |
| 42 | 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 20 |
| 43 | 2573.503 | FLOTATION SILT CURTAIN | LIN FT | 475 |
| 44 | 2574.505 | SOIL BED PREPARATION | ACRE | 4.96 |
| 45 | 2575.501 | SEED MIXTURE TURF (TS) | POUND | 131.9343434 |
| 46 | 2575.502 | SEED MIXTURE 35-241 (SM1) | POUND | 79.76540404 |
| 47 | 2575.502 | SEED MIXTURE 34-261 (SM2) | POUND | 5.124896694 |
| 48 | 2575.503 | SEED MIXTURE 36-211 (SM3) | POUND | 21.18391873 |
| 49 | 2575.504 | SEED MIXTURE 32-241 (SM4) | POUND | 14.96184573 |
| 50 | 2575.505 | SEED MIXTURE 33-261 (SM5) | POUND | 189.1652893 |
| 51 | 2575.605 | SEEDING | ACRE | 4.76046832 |
| 52 | 2575.504 | ROLLED EROSION PREVENTION CATEGORY 20 | SQ YD | 6,870 |
| 53 | 2540.602 | OVERLOOK STRUCTURE | LS | 1 |
| 54 | 2540.603 | BOARDWALK STRUCTURE | LS | 1 |
| 55 | 2540.603 | LAKESHORE PLATFORMS (LA-03) | LS | 1 |
| 56 | 2402.503 | HANDRAIL TYPE 01 (Approx 99 LF) SPEC: 05 52 13 PIPE AND TUBE RAILINGS |
LS | 1 |
| 57 | 2411.502 | STAIR TYPE 01 - CONCRETE (Approx 260 LF) SPEC: 03 30 00 CAST-IN-PLACE CONCRETE |
LS | 1 |
| 58 | 2411.502 | STAIR TYPE 02 - LIMESTONE LANDSCAPE STEPS (Approx 84 LF) SPEC: 32 40 10 EXTERIOR STONE FEATURES |
LS | 1 |
| 59 | 2411.502 | STAIR TYPE 03 - LIMESTONE OUTCROPPING STONES (Approx 72 LF) SPEC: 32 40 10 EXTERIOR STONE FEATURES |
LS | 1 |
| 60 | 2511.603 | WALL TYPE 01- BOULDER WALL SPEC: 32 40 10 STONE LANDSCAPE STRUCTURES |
LF | 391 |
| 61 | 2503.503 | 6" PVC (SDR 35) | LF | 503 |
| 62 | 2503.503 | 8" PVC (SDR 35) | LF | 122 |
| 63 | 2503.602 | Standard Manhole | EACH | 1 |
| 64 | 2504.602 | 10" x 8" Saddle Tee Connection | EACH | 1 |
| 65 | 2503.602 | Connect to Existing Sanitary Sewer | EACH | 1 |
| 66 | 2504.602 | Adjust Manholes | EACH | 2 |
| 67 | 2504.603 | 6" C900 PVC | LF | 690 |
| 68 | 2504.602 | Hydrant | EACH | 1 |
| 69 | 2540.602 | 6" Gate Valve & Box | EACH | 2 |
| 70 | 2504.602 | Wet Tap Existing Watermain | EACH | 1 |
| 71 | 2504.602 | 2" Corporation Tap | EACH | 1 |
| 72 | 2504.602 | 2" Curb Stop & Box | EACH | 1 |
| 73 | 2504.603 | 1.25" Polythylene Pipe | LF | 179 |
| 74 | 2504.603 | 2" Polyethylene Pipe | LF | 21 |
| 75 | 2503.602 | Water Meter/Blow-Off Valve Assembly & Vault Box | EACH | 1 |
| 76 | 2502.503 | 4" Perforated HDPE Draintile w/Sock | LF | 661 |
| 77 | 2502.603 | 6" Slotted HDPE Draintile | LF | 273 |
| 78 | 2503.503 | 18" RCP | LF | 62 |
| 79 | 2503.603 | 6" HDPE (Dual Wall) | LF | 165 |
| 80 | 2503.602 | 6" x 6" HDPE Wye | EACH | 1 |
| 81 | 2503.603 | 12" HDPE | LF | 10 |
| 82 | 2503.603 | 15" HDPE | LF | 80 |
| 83 | 2503.603 | 12" HDPE (Directional Drill) | LF | 43 |
| 84 | 2506.502 | Catch Basin - 48" Dia. | EACH | 2 |
| 85 | 2506.502 | Catch Basin - 24" x 36" | EACH | 2 |
| 86 | 2506.502 | Control Structure - 48" Dia. | EACH | 1 |
| 87 | 2501.602 | 12" HDPE Flared End Section w/Trash Guard | EACH | 1 |
| 88 | 2501.602 | 12" RCP Flared End Section w/Trash Guard | EACH | 2 |
| 89 | 2501.602 | 18" RCP Flared End Section w/Trash Guard | EACH | 1 |
| 90 | 2502.602 | 6" Outlet Rodent Guard | EACH | 1 |
| 91 | 2511.507 | Riprap (MnDOT CL II) | CU YD | 33 |
| 92 | 2511.504 | Geotextile Filter Fabric (MnDOT Type III) | SQ YD | 113 |
| 93 | 2501.502 | Manhole Energy Dissipator/Skimmer (THE PRESERVER) | EACH | 2 |
| 94 | 2502.602 | 6" PVC Storm Sewer Cleanout | EACH | 3 |
| 95 | 2506.602 | Grout 3' - 6" PVC (SDR 35) into Existing Storm Sewer Pipe | EACH | 1 |
| Alternate 1 | ||||
| 96 | 2106.507 | EXCAVATION COMMON (P) | CU YD | 135 |
| 97 | 2211.503 | AGGREGATE BASE (CV) CLASS 5 LIMESTONE BUFF COLOR | TON | 140 |
| 98 | 2360.509 | TYPE SPWEA240C WEARING COURSE MIX (2,B) | TON | 63 |