| A | B | C | D | E | F | G | H | I | |
|---|---|---|---|---|---|---|---|---|---|
| 1 | Bid Schedule Instructions | ||||||||
| 2 | KANNAH CREEK INTAKE AND PURDY MESA FLOWLINE REHABILITATION | ||||||||
| 3 | IFB-4568-18-DH | ||||||||
| 5 | Instructions to Bidders: | ||||||||
| 6 | 1) | Three separate bid schedules are provided for this project. The Bidder may propose on one or multiple Bid Alternates. The Bidder must submit a completed bid schedule for each Bid Alternate being proposed upon. Review Plans to understand full scope of the Project. | |||||||
| 7 | 2) | Insert company name where indicated on Sheet "BID ALT 1 - KC." | |||||||
| 8 | 3) | Bidder must provide a unit price for each item in any and all bid schedules being proposed upon. | |||||||
| 9 | 4) | If the Bidder desires to be awarded all three Bid Alternates in a single contract, the Bidder shall insert a percent deduction of price, if any, for each Bid Alternate that is offered on the Bid Summary tab. Please enter the percentage the Bid Alternate price will be reduced, not the final reduced percentage (e.g. enter 1.0% deduction, not 99% of original price). | |||||||
| 10 | 5) | Review all unit prices and percent deductions carefully. | |||||||
| 11 | 6) | When all schedules are completed save spreadsheet with Company name inserted in the file name as follows: | |||||||
| 12 | a) | Click File Menu → Save As | |||||||
| 13 | b) | When the Save As window pops up, type KC-PMFL_Add Alternate Bid Schedules_(COMPANY NAME HERE) in the File Name prompt. Be sure to replace (COMPANY NAME HERE) with the name of your company before saving. | |||||||
| 14 | c) | Click Save, or press Enter. | |||||||
| 15 | 7) | Submit the electronic file with company name in title, containing all unit prices along with all other required bid documents. | |||||||
| 19 | Notes: | ||||||||
| 20 | 1) | Failure to include a unit bid price for all items in every schedule will result in rejection of the Bidder's proposal. | |||||||
| 21 | 2) | Bid items may appear in multiple schedules as needed per project scope. Unit Prices may vary for similar Item on different bid schedules. | |||||||
| 22 | 3) | Rates of deduction may be different for each Bid Alternate. | |||||||
| 23 | 4) | The City reserves the right to award contracts for any and all combinations of Bid Alternates. The City reserves the right to award one or multiple contracts based on pricing of each scenario. | |||||||
| A | B | C | D | E | F | G | |
|---|---|---|---|---|---|---|---|
| 1 | Bid Schedule | ||||||
| 2 | KANNAH CREEK INTAKE AND PURDY MESA FLOWLINE REHABILITATION | ||||||
| 3 | IFB-4568-18-DH | ||||||
| 5 | Company: | ||||||
| 7 | BID ALTERNATE 1 - KANNAH CREEK INTAKE | ||||||
| 8 | Item No. | CDOT, City Ref. | Description | Quantity | Units | Unit Price | Total Price |
| 10 | 1 | SP | Remove Existing Steel Appurtenances (includes disposal at a City approved location) and Remove Above Ground Concrete Components of Old Screen | 1 | LS | $ ____________ | $ ____________ |
| 11 | 2 | SP | Demolition of Existing Concrete Intake Structure | 1 | LS | $ ____________ | $ ____________ |
| 12 | 3 | SP | Intake Structure Excavation | 1 | LS | $ ____________ | $ ____________ |
| 13 | 4 | SP | Kannah Creek Intake Structure | 1 | LS | $ ____________ | $ ____________ |
| 14 | 5 | SP | Imported Granular Backfill Material, Type A1 | 537 | TON | $ ____________ | $ ____________ |
| 15 | 6 | SP | Imported 3/4" Free Draining Gravel, Type A6 | 17 | TON | $ ____________ | $ ____________ |
| 16 | 7 | 506 | Riprap Protection (12" D50 CDOT Gradation) Contractor shall use as much riprap from project structure excavation for rock protection where called out on the plans) | 62 | CY | $ ____________ | $ ____________ |
| 17 | 8 | SP | Furnish and Install Turbidity Meter (Aquistar_Turbo or approved equal) | 1 | LS | $ ____________ | $ ____________ |
| 18 | 9 | SP | Furnish and Install 24" Gate Valve and Auma Model SAR14.6/AC01.2 Actuator, Floor pedestal mounted with transmission of power using cardan shaft, and lockable protection cover. | 1 | LS | $ ____________ | $ ____________ |
| 19 | 10 | 104/108 | Irrigation Pipe (6") (PVC, SDR-35 ) | 39 | LF | $ ____________ | $ ____________ |
| 20 | 11 | 104/108 | Water Main (6") (C900, DR-25) | 27 | LF | $ ____________ | $ ____________ |
| 21 | 12 | 104/108 | Water Main (8") (C900, DR-25) | 34 | LF | $ ____________ | $ ____________ |
| 22 | 13 | 104/108 | Water Main (18") (C-900, DR-25) (includes connection to existing pipe) | 152 | LF | $ ____________ | $ ____________ |
| 23 | 14 | 104/108 | Water Main (24") (C-900, DR-25) (Includes connection to existing pipe and intake inlet) | 330 | LF | $ ____________ | $ ____________ |
| 24 | 15 | 104/108 | Check Valve (6") (Tideflex Checkmate Series 35 or Engineer approved equal) | 2 | EA | $ ____________ | $ ____________ |
| 25 | 16 | 104/108 | Check Valve (8") (Tideflex Checkmate Series 35 or Engineer approved equal) | 1 | EA | $ ____________ | $ ____________ |
| 26 | 17 | 104/108 | Combination Air Valve and Vault Assembly (6") (Includes Bedding material, flanged butterfly valve w/ 90 deg angle nut, air valve, 60" concrete vault, frost proof ring and cover, galvanized vent pipe, and all necessary fittings to complete assembly) | 2 | EA | $ ____________ | $ ____________ |
| 27 | 18 | 104/108 | Elbow (2" x 90 deg) | 14 | EA | $ ____________ | $ ____________ |
| 28 | 19 | 104/108 | Elbow (6" x 22.5 deg) | 1 | EA | $ ____________ | $ ____________ |
| 29 | 20 | 104/108 | Elbow (6" x 90 deg) | 2 | EA | $ ____________ | $ ____________ |
| 30 | 21 | 104/108 | Elbow (8" x 90 deg) | 3 | EA | $ ____________ | $ ____________ |
| 31 | 22 | 104/108 | Elbow (18" x 22.5 deg) | 1 | EA | $ ____________ | $ ____________ |
| 32 | 23 | 104/108 | Elbow (18" x 45 deg) | 4 | EA | $ ____________ | $ ____________ |
| 33 | 24 | 104/108 | Elbow (24" x 11.25 deg) | 2 | EA | $ ____________ | $ ____________ |
| 34 | 25 | 104/108 | Elbow (24" x 22.5 deg) | 3 | EA | $ ____________ | $ ____________ |
| 35 | 26 | 104/108 | Electromagnetic Flow Sensor (8") (Spirax-Sarco MagFlow MAG 5100 W or Engineer approved equal) (Includes fittings to connect to waterline) | 1 | EA | $ ____________ | $ ____________ |
| 36 | 27 | 104/108 | Electromagnetic Flow Sensor (18") (Spirax-Sarco MagFlow MAG 5100 W or Engineer approved equal) (Includes fittings to connect to waterline) | 1 | EA | $ ____________ | $ ____________ |
| 37 | 28 | 104/108 | Gate Valve (6") (Manual) | 1 | EA | $ ____________ | $ ____________ |
| 38 | 29 | 104/108 | Gate Valve (8") (Includes Actuator) | 1 | EA | $ ____________ | $ ____________ |
| 39 | 30 | 104/108 | Tee (18" x 6") | 1 | EA | $ ____________ | $ ____________ |
| 40 | 31 | 104/108 | Tee (18" x 8") | 1 | EA | $ ____________ | $ ____________ |
| 41 | 32 | 104/108 | Irrigation Connection (2") (Include connection to Irrigation pump, pump starter, well pump VFD) | 1 | LS | $ ____________ | $ ____________ |
| 42 | 33 | 104/108 | Irrigation Service Line (2") (Sch 40) ( Include Elbows and Fittings to complete assembly and connect to Tapping Saddle and service line) | 56 | LF | $ ____________ | $ ____________ |
| 43 | 34 | 104/108 | Water Service Line (2") (Sch 40) (Include Elbows and Fittings to complete assembly and connect to existing well and service line) | 52 | LF | $ ____________ | $ ____________ |
| 44 | 35 | 104/108 | Water Treatment Connection of existing major components (Includes Water meter, Expansion Tank, Filters, UV Filter, Water Softener, Potable Water System Pressure Transmitter, Conduit, Fittings and Connects) (Water service to house must remain in operation for the duration of the project) | 1 | LS | $ ____________ | $ ____________ |
| 45 | 36 | 104/108 | Pipe Valve Vault (60" I.D.) (8' Inside Height) (Inverted Ring/Cover) (Includes 6" thick Type A Bedding, adjustable pipe saddles (2) and all necessary fittings to complete assembly) | 5 | EA | $ ____________ | $ ____________ |
| 46 | 37 | 201 | Clearing and Grubbing (Includes trees, bushes, and native vegetation) | 0.27 | AC | $ ____________ | $ ____________ |
| 47 | 38 | 202 | Abandon Pipe (Abandon pipe by plugging both ends with concrete) | 1 | EA | $ ____________ | $ ____________ |
| 48 | 39 | 202 | Remove Building (Includes removal of concrete spillway and foundation wall to minimum 12" below finished grade) | 1 | LS | $ ____________ | $ ____________ |
| 49 | 40 | 202 | Remove Existing Air Valve | 1 | EA | $ ____________ | $ ____________ |
| 50 | 41 | 202 | Remove Existing Pipe (Size as shown on plans) | 65 | LF | $ ____________ | $ ____________ |
| 51 | 42 | 202 | Remove Existing Sidewalk | 6 | SY | $ ____________ | $ ____________ |
| 52 | 43 | 203 | Embankment Fill (Complete-in-Place) | 730 | CY | $ ____________ | $ ____________ |
| 53 | 44 | 203 | Rock Excavation (1 CY and larger) | 200 | CY | $ ____________ | $ ____________ |
| 54 | 45 | 207 | Stripping and Stockpiling Topsoil | 90 | CY | $ ____________ | $ ____________ |
|---|---|---|---|---|---|---|---|
| 55 | 46 | 207 | Topsoil | 154 | CY | $ ____________ | $ ____________ |
| 56 | 47 | 212.02 | Seeding (Native Dryland) | 0.29 | AC | $ ____________ | $ ____________ |
| 57 | 48 | 202 | Seeding (Lawn) | 0.015 | AC | $ ____________ | $ ____________ |
| 58 | 49 | 216 | Soil Retention Blanket (Biodegradable Straw/Coconut) | 721 | SY | $ ____________ | $ ____________ |
| 59 | 50 | 304 | Aggregate Base Coarse (Class 3) (Place in maximum 12" lifts compacted to 95% Standard Proctor) | 69 | CY | $ ____________ | $ ____________ |
| 60 | 51 | 506 | Riprap Protection (6" D50 CDOT Gradation) Contractor shall use as much riprap from project trench excavation for rock protection where called out on the plans) | 13 | CY | $ ____________ | $ ____________ |
| 61 | 52 | 608 | Concrete Sidewalk (4") (Includes 6" Class 6 Aggregate Base Coarse) | 11 | SY | $ ____________ | $ ____________ |
| 62 | 55 | SP | Electrical & Control | 1 | LS | $ ____________ | $ ____________ |
| 63 | 56 | SP | Prefabricated Shed (10' x 12' Interior Dimensions) (Refer to Special Provision 2 - Bid Alternative 1 _ for information) (Include 4" concrete foundation on 6" Class 6 Aggregate Base Coarse) | 1 | LS | $ ____________ | $ ____________ |
| 64 | 53 | 620 | Sanitary Facility | 1 | LS | $ ____________ | $ ____________ |
| 65 | 54 | 625 | Construction Surveying | 1 | LS | $ ____________ | $ ____________ |
| 66 | 55 | 626 | Mobilization/Demobilization | 1 | LS | $ ____________ | $ ____________ |
| 200 | BID ALTERNATE 1 - KANNAH CREEK INTAKE SUBTOTAL: | $ - | |||||
| 201 | MCR | Minor Contract Revisions | - - - | - - - | - - - | $ 78,000.00 | |
| 203 | BID ALTERNATE 1 - KANNAH CREEK INTAKE BID AMOUNT: | $ 78,000.00 | |||||
| A | B | C | D | E | F | G | |
|---|---|---|---|---|---|---|---|
| 1 | Bid Schedule | ||||||
| 2 | KANNAH CREEK INTAKE AND PURDY MESA FLOWLINE REHABILITATION | ||||||
| 3 | IFB-4568-18-DH | ||||||
| 5 | Company: | ||||||
| 7 | BID ALTERNATE 2 - PURDY MESA FLOWLINE - SULLIVAN DRAW REPLACEMENT | ||||||
| 8 | Item No. | CDOT, City Ref. | Description | Quantity | Units | Unit Price | Total Price |
| 10 | 56 | 104/108 | Water Main (20") (C905 PVC, DR-25 Eagle Loc) | 6530 | LF | $ ____________ | $ ____________ |
| 11 | 57 | 104/108 | Combination Air Valve and Vault (6") | 6 | EA | $ ____________ | $ ____________ |
| 12 | 58 | 104/108 | Combination Air Valve and Vault (8") | 1 | EA | $ ____________ | $ ____________ |
| 13 | 59 | 104/108 | Drain Valve (6") | 2 | EA | $ ____________ | $ ____________ |
| 14 | 60 | 104/108 | Elbow (20" x 11.25 deg) | 19 | EA | $ ____________ | $ ____________ |
| 15 | 61 | 104/108 | Elbow (20" x 22.5 deg) | 3 | EA | $ ____________ | $ ____________ |
| 16 | 62 | 104/108 | Elbow (20" x 45 deg) | 4 | EA | $ ____________ | $ ____________ |
| 17 | 63 | 104/108 | Flow Control Valve Assembly (Bermad 718-03 16" Electronic Control Valve, Eaton 73 12" Strainer (2), 8'x8' Vault (2), and associated appurtenances) See Sheet C2-503 | 1 | LS | $ ____________ | $ ____________ |
| 18 | 64 | 104/108 | Pressure Sustaining Valve Assembly (Bermad 730 16" Pressure Sustaining Valve, 8'x8' Vault, and associated appurtenances) See Sheet C2-504 | 1 | LS | $ ____________ | $ ____________ |
| 19 | 65 | SP | Convert 18" Existing Pipe to Tank Drain Line (includes energy dissipation structure) | 1 | EA | $ ____________ | $ ____________ |
| 20 | 66 | 104/108 | Alternate Connection to Existing Pressure Control Tower | 1 | LS | $ ____________ | $ ____________ |
| 21 | 67 | SP | CMU Equipment Enclosure, Pole, and Photovoltaic Equipment | 3 | LS | $ ____________ | $ ____________ |
| 22 | 68 | SP | SCADA Integration | 1 | LS | $ ____________ | $ ____________ |
| 23 | 69 | 108.9 | Asphalt Patching (includes flowable fill per Mesa County Permit Requirements) | 850 | SF | $ ____________ | $ ____________ |
| 24 | 70 | 607 | Protective fencing at Hookless Cactus locations as called out. | 1050 | LF | $ ____________ | $ ____________ |
| 25 | 71 | 208.00 | Erosion Control | 1 | LS | $ ____________ | $ ____________ |
| 26 | 72 | 209 | Dust Control | 1 | LS | $ ____________ | $ ____________ |
| 27 | 73 | 212.02 | Seeding (Native Dryland) | 6 | AC | $ ____________ | $ ____________ |
| 28 | 74 | 620 | Sanitary Facility | 1 | LS | $ ____________ | $ ____________ |
| 29 | 75 | 625 | Construction Surveying | 1 | LS | $ ____________ | $ ____________ |
| 30 | 76 | 626 | Mobilization/Demobilization | 1 | LS | $ ____________ | $ ____________ |
| 31 | 77 | 630 | Traffic Control | 1 | LS | $ ____________ | $ ____________ |
| 63 | BID ALTERNATE 2 - PURDY MESA FLOWLINE - SULLIVAN DRAW REPLACEMENT SUBTOTAL: | $ - | |||||
| 64 | MCR | Minor Contract Revisions | - - - | - - - | - - - | $ 132,000.00 | |
| 66 | BID ALTERNATE 2 - PURDY MESA FLOWLINE - SULLIVAN DRAW REPLACEMENT BID AMOUNT: | $ 132,000.00 | |||||
| A | B | C | D | E | F | G | ||
|---|---|---|---|---|---|---|---|---|
| 1 | Bid Schedule | |||||||
| 2 | KANNAH CREEK INTAKE AND PURDY MESA FLOWLINE REHABILITATION | |||||||
| 3 | IFB-4568-18-DH | |||||||
| 5 | Company: | Company: | ||||||
| 7 | BID ALTERNATE 3 - PURDY MESA FLOW CONTROL TANK | |||||||
| 8 | Item No. | CDOT, City Ref. | Description | Quantity | Units | Unit Price | Total Price | |
| 10 | 78 | 201 | Clearing and Grubbing (Includes trees, bushes, and native vegetation) | 1 | LS | $ ____________ | $ ____________ | |
| 11 | 79 | SP | Excavation and Grading | 1 | LS | $ ____________ | $ ____________ | |
| 12 | 80 | SP | Imported Structural Fill Material | 327 | CY | $ ____________ | $ ____________ | |
| 13 | 81 | SP | Imported Free Draining Granular Backfill Material | 185 | CY | $ ____________ | $ ____________ | |
| 14 | 82 | 104/108 | Water Main (20") (C900 PVC, DR-25) | 243 | LF | $ ____________ | $ ____________ | |
| 15 | 83 | 104/108 | Water Main (24”) (Ductile Iron Pipe) | 25 | LF | $ ____________ | $ ____________ | |
| 16 | 84 | 104/108 | Water Main (20”) (Ductile Iron Pipe) | 20 | LF | $ ____________ | $ ____________ | |
| 17 | 85 | 104/108 | Water Main (6”) (Ductile Iron Pipe) | 13 | LF | $ ____________ | $ ____________ | |
| 18 | 86 | 104/108 | Elbow (20" x 45 deg) | 5 | EA | $ ____________ | $ ____________ | |
| 19 | 87 | 104/108 | Elbow (24" x 45 deg) | 2 | EA | $ ____________ | $ ____________ | |
| 20 | 88 | 104/108 | Elbow (24" x 90 deg) | 2 | EA | $ ____________ | $ ____________ | |
| 21 | 89 | 104/108 | MJ Solid Sleeve (6") | 2 | EA | $ ____________ | $ ____________ | |
| 22 | 90 | 104/108 | MJ Solid Sleeve (20") | 4 | EA | $ ____________ | $ ____________ | |
| 23 | 91 | 104/108 | MJ Solid Sleeve (24") | 2 | EA | $ ____________ | $ ____________ | |
| 24 | 92 | 104/108 | Reducer (24" x 20") | 1 | EA | $ ____________ | $ ____________ | |
| 25 | 93 | 104/108 | Reducer (42" x 24") | 1 | EA | $ ____________ | $ ____________ | |
| 26 | 94 | 104/108 | Tee (24" x 6") | 1 | EA | $ ____________ | $ ____________ | |
| 27 | 95 | 104/108 | Wye (20" x 20") | 2 | EA | $ ____________ | $ ____________ | |
| 28 | 96 | 104/108 | Gate Valve (20") (Manual) | 4 | EA | $ ____________ | $ ____________ | |
| 29 | 97 | 104/108 | Gate Valve (6") (Manual) | 1 | EA | $ ____________ | $ ____________ | |
| 30 | 98 | 104/108 | Connection to Existing Water Line | 2 | EA | $ ____________ | $ ____________ | |
| 31 | 96 | 104/108 | Temporary Connection to Existing Water Line | 1 | EA | $ ____________ | $ ____________ | |
| 32 | 99 | SP | Concrete Water Tank - 5,000 psi Concrete Material | 1 | LS | $ ____________ | $ ____________ | |
| 33 | 100 | SP | Miscellaneous Tank Items | 1 | LS | $ ____________ | $ ____________ | |
| 34 | 101 | 212.02 | Seeding (Native Dryland) | 0.15 | AC | $ ____________ | $ ____________ | |
| 35 | 102 | SP | SCADA Integration | 1 | LS | $ ____________ | $ ____________ | |
| 36 | 103 | 620 | Sanitary Facility | 1 | LS | $ ____________ | $ ____________ | |
| 37 | 104 | 625 | Construction Surveying | 1 | LS | $ ____________ | $ ____________ | |
| 38 | 105 | 626 | Mobilization/Demobilization | 1 | LS | $ ____________ | $ ____________ | |
| 62 | BID ALTERNATE 3 - PURDY MESA FLOW CONTROL TANK SUBTOTAL: | $ - | ||||||
| 63 | MCR | Minor Contract Revisions | - - - | - - - | - - - | $ 56,000.00 | ||
| 65 | BID ALTERNATE 3 - PURDY MESA FLOW CONTROL TANK BID AMOUNT: | $ 56,000.00 | ||||||
| A | B | C | D | E | |
|---|---|---|---|---|---|
| 1 | Bid Schedule Summary: | ||||
| 2 | KANNAH CREEK INTAKE AND PURDY MESA FLOWLINE REHABILITATION | ||||
| 3 | IFB-4568-18-DH | ||||
| 5 | Company: | ||||
| 8 | Bid Schedule | Description | Bid Amount | Percent Deduction for all Bid Alternates | Reduced Bid Amount for all Bid Alternates |
| 9 | Bid Alternate 1 | Kannah Creek Intake | $ - | ____________ % | $ - |
| 10 | Bid Alternate 2 | Purdy Mesa Flowline - Sullivan Draw Replacement | $ - | ____________ % | $ - |
| 11 | Bid Alternate 3 | Purdy Mesa Flow Control Tank | $ - | ____________ % | $ - |
| 15 | Priority | Scenario | Bid Schedule Amount | Weighted Percent Deduction | Total Bid Amount |
| 16 | 1 | Bid Alt 1+Bid Alt 2+Bid Alt 3 | $ - | #DIV/0! | $ - |
| 17 | 2 | Bid Alt 2+Bid Alt 3 | $ - | -- | $ - |
| 18 | 3 | Bid Alt 1+Bid Alt 2 | $ - | -- | $ - |
| 19 | 4 | Bid Alt 2 Only | $ - | -- | $ - |
| 23 | Note: | ||||
| 24 | A few combinations of schedules are not shown in the prioritized list above. These combinations were not included since they may not be reasonable to construct. The City reserves the right to award contracts for any and all combinations of Bid Alternates. The City reserves the right to award one or multiple contracts based on pricing of each scenario. | ||||
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| 26 | |||||
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