ATTACHMENT I BID SCHEDULE IFB NO , CHURCH FARMS EAST STORAGE TANK AND BOOSTER PUMP STATION
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1 ATTACHMENT I BID SCHEDULE IFB NO , CHURCH FARMS EAST STORAGE TANK AND BOOSTER PUMP STATION Item No. Description Qty Unit Unit Cost Amount Pump Station Site Work 1 Site Demolition / Removals / Haul Off 2 Site Grading - Complete 3 Loose Rip Rap 4 2" Layer of 3/4" Minus No. 57 Stone Ground Cover 4" A/C on 7" ABC Pavement Edge per MAG Std Dtl 201, 5 Type A 10,000-gal, Prefabricated Steel Passive Discharge Tank per 6 Sht M-05 - Complete 7 Concrete Pad for Air Compressor 8 Concrete Footings for Hydropneumatic Tank 9 Concrete Pad for Electrical Building 10 Electrical Building Structure, Doors & HVAC - Complete 11 Concrete Pad for Generator Concrete Pad and Pedestals for Pumps and Pump Discharge 12 Piping 13 Concrete Pad for Metering Station 14 3' x 4' Precast Concrete Catch Basin per Detail I on Sht D Removable Bollard per MAG Std Dtl 140, Type 2 16 Existing Manhole Frame and Cover Adjustment Stormwater Management Plan (SWMP), BMPs per Sht C Complete 18 Construction Staking Pre-Construction and Post Construction Survey of Existing 19 Walls 96 SY 3905 SY 1552 SY 1 IFB No , Church Farms East Storage Tank and Booster Pump Station Page 1 of 8
2 Yard Piping 19 24" MJ DIP Class 350 with Restrained Joints 209 LF 20 24" 45 MJ DIP Bend 3 EA 21 24" Gate Valve with Valve Box per TOQC Std Dtl QW " Restrained Coupling (Romac 400RG or Approved Equal) 23 16" MJ DIP Class 350 with Restrained Joints 186 LF 24 16" C909 PVC Pipe with Restrained Joints 491 LF 25 16" 90 Bend 3 EA 26 16" 45 Bend 6 EA 27 16" Gate Valve with Valve Box per TOQC Std Dtl QW302 2 EA 28 16" Hymax Grip Large Diameter Coupling 2 EA 29 16" x 10" Reducer 30 16" x 10" Tee 31 10" C909 PVC Pipe with Restrained Joints 443 LF 32 10" 90 Bend 33 10" 45 Bend 3 EA 34 10" x 10" Tee 35 Cut-in 10" x 10" Tee 2 EA 36 10" Bend 2 EA 37 10" Gate Valve with Valve Box per TOQC Std Dtl QW302 5 EA 38 6" SDR 35 PVC 152 LF 39 6" 45 Bend 3 EA 40 4" SCH 80 PVC 250 LF 41 4" 90 Bend 42 4" 45 Bend 43 1" SCH 80 PVC Chlorine Analyzer Service Line 115 LF Disconnect from Ex. 12" Discharge Line / Rotate Ex Bend / Connect to New 10" Tank Fill Line Remove Existing Blow-off Valve and Connect to Existing 45 10" PVC IFB No , Church Farms East Storage Tank and Booster Pump Station Page 2 of 8
3 46 Curb Stop with Flushing Pipe per MAG Std Dtl EA 47 Vertical Realignment per TOQC Std Dtl QW611 3 EA 48 Core Drill 4" Water Line into Drywell per Dtl K on Sht D Connect to Existing Manhole 2 EA Pumping System / Piping 50 Vertical Line Shaft Pump Cans - Complete / Installed 4 EA 51 Vertical Line Shaft Pumps / Motors - Complete / Installed 3 EA 52 Hydropneumatic Tank per Sht M-04 - Complete / Installed Air Compressor for Hydropneumatic Tank - Complete / 53 Installed 54 24" MJ DIP Class 350 with Restrained Joints 36 LF 55 24" x 12" MJ DIP Tee 5 EA 56 24" MJ DIP Plug 57 12" MJ DIP Class 350 with Restrained Joints 38 LF 58 12" Gate Valve with Valve Box per TOQC Std Dtl QW302 4 EA 59 12" Hymax Grip Coupling 4 EA 60 16" Underground Steel Piping System / Fittings - Complete 16" Above Ground Steel Piping System / Fittings / Supports 61 / Associated Appurtenances - Complete 62 16" Hymax Grip Large Diameter Coupling 63 12" Underground Steel Piping System / Fittings - Complete 12" Above Ground Steel Piping System / Fittings / Supports 64 / Associated Appurtenances - Complete 65 12" FL Gate Valve - OS&Y 2 EA 66 12" Surge Anticipator Valve 67 12" Hymax Grip Flange Adaptor 10" Pump Discharge Steel Piping System / Fittings / 68 Couplings / Supports / Gages / Switches - Complete 69 10" FL Gate Valve - OS&Y 3 EA 70 10" FL Silent Check Valve 3 EA Combination Air Valve with Isolation Valve per Dtl B on Sht 71 D-01. IFB No , Church Farms East Storage Tank and Booster Pump Station Page 3 of 8
4 72 1" Air Release Valve with Isolation Valve 4 EA Chlorine Analyzer System / Piping / Fittings / Panel / Gages 73 / Sensors per Dtls C and G on Sht D-01 - Complete Metering Station / Piping 74 16" MJ DIP Class 350 with Restrained Joints 24 LF 75 16" 90 Bend 3 EA 76 16" 45 Bend 2 EA 77 16" Gate Valve with Valve Box per TOQC Std Dtl QW " x 16" MJ DIP Tee 79 16" x 12" Reducer 80 12" MJ DIP Class 350 with Restrained Joints 9 LF 81 12" 90 Bend 82 12" Hymax Grip Coupling 83 16" Underground Steel Piping System / Fittings - Complete 16" Above Ground Steel Piping System / Fittings / Supports 84 / Couplings / Associated Appurtenances - Complete 85 16" Hymax Grip Large Diameter Coupling 86 16" FL Gate Valve - OS&Y 2 EA 87 16" FL Motor-Controlled Butterfly Valve 88 12" Underground Steel Piping System / Fittings - Complete 12" Above Ground Steel Piping System / Fittings / Supports 89 / Sample Taps / Associated Appurtenances - Complete 90 12" FL Gate Valve - OS&Y 6 EA 91 12" Hymax Grip Flange Adaptor 4 EA 12" Magnetic Flow Meters (2) with Fittings / Associated 92 Appurtenances Combination Air Valve with Isolation Valve per Dtl B on Sht 93 D /2" Fiber Expansion Joint Material IFB No , Church Farms East Storage Tank and Booster Pump Station Page 4 of 8
5 Storage Tank Excavation and Subgrade / Foundation Preparation Tank Excavation / Shoring / Slope Stabilization / Pre & Post Survey per Sht C-03 - Complete Tank Subgrade Preparation / Geogrid, PVC Membrane, Poly Sheeting, and Liner Installation - Complete 6" Perforated Ring Drain Pipe System / Filter Fabric / Drain Rock - Complete 98 Concrete Pipe Block Encasement for Outlet Pipe Storage Tank 99 Concrete Storage Tank Installation - Complete Level Gaugeboard Assembly (Varec 6700 Series or 100 Approved Equal) - Complete 6' x 13' Precast Catch Basin with Grate Lid per Dtl 5 on Sht Tank Piping & Appurtenances 24" Epoxy Coated Carbon Steel Piping System / Fittings / Brackets - Complete " FL DIP Class LF " FL DIP 90 Bend 16" Epoxy Coated Carbon Steel Piping Systems / Fittings / 105 Brackets - Complete " FL Gate Valve - OS&Y 2 EA " FL Globe/Silent Check Valve 2 EA 108 6" Stainless Steel Spool for Instrumentation 4 EA 109 Electrical Pad Mounted 600A 277/480V 3Ø 4W Automatic Transfer Switch 2 EA kW Generator Stanchion Mounted 200A 277/480V 3Ø 4W Non-Automatic 111 Transfer Switch Section Pad Mounted Well Pump Control Panel 200A 277/480V 3Ø 112 4W NEMA 3R 113 Pad Mounted MCC 200A 277/480V 3Ø 4W NEMA 3R kVA V Transformer 2 EA IFB No , Church Farms East Storage Tank and Booster Pump Station Page 5 of 8
6 115 Disconnect Switches - Complete 5 EA 116 Wall Mounted Panel "LB" 120/240V 1Ø 3W - Complete 117 Surge Protection Device 4 EA 118 Remote I/O - Complete Field Instrumentation with All Electrical and Control 119 Connections - Complete 120 Indoor LED Luminaires - Complete 3 EA 121 Wall Mounted LED Luminaires - Complete 19 EA 122 Light Switch - Complete 123 Receptacle - Complete 20 EA 124 HVAC System - Complete 125 Gate Operator - Complete Conduit Support, Foundations, and Other Mounting 126 Material 127 All Conduit, Wire, and Grounding - Complete Additional Labor (Field Tech, Submittals, O&M Manuals, 128 Etc.) Remake All Electrical and Control Connections to Existing 129 Instrumentation 130 Removal and Disposal of Existing Electrical Equipment 131 Add Alternate(s) Power Trowel Finish on Storage Tank per Project Specification Section IFB No , Church Farms East Storage Tank and Booster Pump Station Page 6 of 8
7 Subtotal Pump Station Subtotal Storage Tank Subtotal Electrical Subtotal Add Alternate(s) GRAND TOTAL Grand Total in Writing: The undersigned Bidder, having examined and determined the scope of the Contract Documents, hereby proposes to perform the work described herein for the following unit prices or lump sum amounts. SIGNED: COMPANY: THIS PROPOSAL IS SUBMITTED BY, A CORPORATION ORGANIZED UNDER THE LAWS OF THE STATE OF ; A PARTNERSHIP CONSISTING OF ; OR AN INDIVIDUAL TRADING AS AND THE HOLDER OF AN ARIZONA STATE CONTRACTOR S LICENSE: ROC# CLASSIFICATION NAME TITLE DATE ADDRESS: TELEPHONE NUMBER: COMPANY ADDRESS: CONTACT NAME: (Failure to fill in the information above, regarding the Bidder being a holder of Arizona State Contractor s License is grounds for rejection of the bid.) Notes: a. The Contractor's Total Bid is based upon unit prices and allowances. Bid amounts shall include all costs for the required labor, equipment, and materials, and bid amounts shall also include all applicable Federal, State, County and local taxes. IFB No , Church Farms East Storage Tank and Booster Pump Station Page 7 of 8
8 b. Quantities are not guaranteed. Final payment will be based on actual quantities installed. If the required quantities of the items listed above are increased or decreased by Change Order, the unit prices set forth above shall apply to such increased or decreased quantities. c. All the items shown or noted on the plans or in the specifications, which are not specifically listed as a bid item on this form, are considered incidental items. d. The cost of furnishing and installing all incidental items will not be paid for separately, but shall be included in the contract unit prices as bid. e. The estimated quantities shown are for information purposes only. The Contractor shall be responsible for the completeness and accuracy of a detailed estimate based on the Project Documents, current codes, Town of Queen Creek Standards and a site visitation. IFB No , Church Farms East Storage Tank and Booster Pump Station Page 8 of 8
STREET IMPROVEMENTS PROPOSAL BID ITEMS
STREET IMPROVEMENTS 1 Excavation 3,525 CY $ $ 2 A.C. Planing (2" to 4" Depth) 20,586 SY $ $ 3 Furnish & Install Asphalt Concrete 4,270 TON $ $ 4 Furnish & Install Aggregate Base 2,955 TON $ $ 5 Remove
DELETE first sentence of first paragraph that reads: REPLACE with the following:
To Bidder of Record: SAN ANTONIO WATER SYSTEM Addendum 2 To Construction Documents For 2012 WATER & SEWER CONSTRUCTION CONTRACT, PACKAGE I SAWS WATER JOB NO. 12-5001 SAWS SEWER JOB NO. 12-5501 Solicitation
DESCRIPTION QUANTITY PRICE TOTAL
GENERAL 1 TRAFFIC CONTROL LS 1 $40,000 $40,000 $8,500.00 $8,500.00 $5,000.00 $5,000.00 $5,000.00 $5,000.00 $15,000.00 $15,000.00 2 MOBILIZATION LS 1 $557,000 $557,000 $629,500.00 $629,500.00 $350,000.00
BID PROPOSAL. Item Description Unit Quantity Unit Price Total Price No. (Unit Price to be written in Words) (Figures) (Figures)
BID PROPOSAL PROPOSAL OF, a corporation a partnership consisting of an individual doing business as THE SAN ANTONIO WATER SYSTEM: Pursuant to Instructions and Invitations to Bidders, the undersigned proposes
2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00
1 of 5 2100 F&I 4" ductile iron pipe LF 200 $ 143.00 $28,600.00 2102 F&I 6" ductile iron pipe LF 200 $ 135.00 $27,000.00 2104 F&I 8" ductile iron pipe LF 200 $ 141.00 $28,200.00 2105 F&I 10" ductile iron
SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71
BASE BID 1.00 GENERAL CONDITIONS 1.01 Mobilization (Maximum 5% of Base Bid) LS 1 84,000.00 $ 84,000.00 100,000.00 $ 100,000.00 85,000.00 $ 85,000.00 1.02 Bonding, Insurance, Permits (including Plumbing,
BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -
BID FORM PART A Name & Category Unit Unit Cost (B) Cost (AxB) GENERAL REQUIREMENTS 1 Mobilization (Maximum 3.0% of the total Contract Price) 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b
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REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00
BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST
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