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.

Instructions

  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

BID ALT 1 - KC

  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

BID ALT 2 - PMFL REPLACEMENT

  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 1 LS $ ____________ $ ____________
11 79 SP Removal of Tree 1 LS $ ____________ $ ____________
12 80 SP Removal of Sidewalk 327 CY $ ____________ $ ____________
13 81 SP Removal of Curb and Gutter 185 CY $ ____________ $ ____________
14 82 104/108 Removal of Concrete Curb Ramp 243 LF $ ____________ $ ____________
15 83 104/108 Unclassified Excavation (CIP) 25 LF $ ____________ $ ____________
16 84 104/108 Potholing 20 LF $ ____________ $ ____________
17 85 104/108 Sweeping 13 LF $ ____________ $ ____________
18 86 104/108 Stockpile Topsoil 5 EA $ ____________ $ ____________
19 87 104/108 Aggregate Bag 2 EA $ ____________ $ ____________
20 88 104/108 Concrete Washout Structure 2 EA $ ____________ $ ____________
21 89 104/108 Storm Drain Inlet Protection (Type 2) 2 EA $ ____________ $ ____________
22 90 104/108 Vehicle Tracking Pad 4 EA $ ____________ $ ____________
23 91 104/108 Removal and Disposal of Sediment (Labor) 2 EA $ ____________ $ ____________
24 92 104/108 Removal and Disposal of Sediment (Equipment) 1 EA $ ____________ $ ____________
25 93 104/108 Erosion Control Supervisor 1 EA $ ____________ $ ____________
26 94 104/108 Reset Sign Panel 1 EA $ ____________ $ ____________
27 95 104/108 Reset Fence 2 EA $ ____________ $ ____________
28 96 104/108 Reset Fence (Special) (Safety Screen) 4 EA $ ____________ $ ____________
29 97 104/108 Adjust Manhole 1 EA $ ____________ $ ____________
30 98 104/108 Soil Conditioning 2 EA $ ____________ $ ____________
31 96 104/108 Topsoil 1 EA $ ____________ $ ____________
32 99 SP Seeding Lawn 1 LS $ ____________ $ ____________
33 100 SP Soil Preparation Lawn 1 LS $ ____________ $ ____________
34 101 212.02 Plant Protection Fence 0.15 AC $ ____________ $ ____________
35 102 SP Deciduous Tree (3 Inch Caliper) 1 LS $ ____________ $ ____________
36 103 620 Aggregate Base Course (CL 6) 1 LS $ ____________ $ ____________
37 104 625 Concrete Sidewalk (6 Inch) 1 LS $ ____________ $ ____________
38 105 626 Concrete Curb Ramp 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

BID ALT 3 - PMFL TANK

  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 $ - ____________ % Enter Value
10 Bid Alternate 2 Purdy Mesa Flowline - Sullivan Draw Replacement $ - ____________ % Enter Value
11 Bid Alternate 3 Purdy Mesa Flow Control Tank $ - ____________ % Enter Value
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.
25
26
27

Bid Summary