Stage 2 ZDC Water Development

Stage 2 ZDC Water Development Well B Pump Upgrade Cost Lead time RMC Electric $ 5,280.00 3 Weeks $ 5,280.00 Rogers Drilling $ 21,510.99 4 weeks $ 21,510.99 Tough Shed $ 1,500.00 4 Weeks $ 1,500.00 Estimated Total $ 28,290.99 $ 28,290.99 Wells 4,B & K Distribution Metal Shed 3B's Muller/B&R 29 Guage Shed $ 17,460.00 26 Guage Shed $ 14,932.42 Construction $ 11,920.00 Construction $ 10,421.80 RMC Electric $ 14,921.60 4 Weeks $ 14,921.60 JCH $ 60,541.00 13 Weeks $ 60,541.00 Horizon Mechanical s 1,500.00 $ 1,500.00 Misc Parts Estimate s 3,000.00 $ 3,000.00 Tough Shed $ 1,500.00 4 Weeks $ 1,500.00 Solinst Transducer s 1,300.00 $ 1,300.00 Estimated Cost $ 140,433.59 $ 136,407.81 EFTA01124472 -A V • Yhn • • • • -al • O 0 1 A O.. • • • • • • Ate r —r, LJ I E 4 4 2 3 EFTA01124473 Quote Date: 02/06/2015 RMC Electric Company Quote No.: 10025 PO Box 10645 Ph 505.321-7842 Fax 505-342-1723 Salesperson Randy Morales Albuquerque NM 87184 Bill To: Zorro Ranch Zorro Developments corp 49 Zorro Ranch RD Stanley NM 87056 Ship To: Zorro Developments corp 49 Zorro Ranch RD Stanley NM 87056 Qty Job Description Unit Price Total 1 Relocate 200 AMP service on existing well house and move to under ground meter panel pedestel. installe 200 Amp panel in new building run power to four 120 volt receptacles and power to one heater. will also refeed existig wallhouse with temporary power. 1 1) 200 Amp meter panel pedestal $500.00 $500.00 1 20 40 FT 2 inch IMC pipe $150.00 $150.00 1 3) 650 ft 410 aluminum wire $800.00 S800.00 1 4) 2 Ground rods $40.00 $40.00 1 5) stand off brackets $90.00 $90.00 1 6) wether heads 515.00 $15.00 1 7) concrete $50.00 $50 00 1 8) 200 amp indoor panel $350.00 5350.00 1 9) 100 2in pvc $80.00 $80.00 1 10) 20ft 2in EMT $35.00 $35.00 1 11) 2 in fitting $50.00 $50.00 1 12) pipe,wire.fitting,breakers,unistrut S400.00 $400.00 1 13) fluorescent lights S360.00 $360.00 1 14) 2 9kw electric heaters and T-stat 1500.00 each $3,000.00 $3,000.00 1 15) four point ground system for metal building $480.00 $480.00 1 16) labor $7.200.00 $7.200.00 1 1 Note- if inspector will not slow me to use existing meter panel as J-box cost of removing meter panel and installing new J-box will be added to price. Wefi B builbing 1 1) moving well starters to new building $800.00 5800.00 1 2) Installing lights and receptacles $500 00 $500.00 1 3)Run 80 amp CRT to well B S480.00 $480.00 Quote #10025. Page 1 EFTA01124474 Qty Job Description Unit Price Total t .Thor $3,500.00 $3,500.00 Subtotal 618,68000 alb tax 61,321.60 Total $20,201.60 Ploaso contact us for more information about payment options. Thank you for your business. Quote #10025. Page 2 EFTA01124475 RODGERS & CO., INC. Brice Gordon Job: Zorro Ranch - Well B Greetings Brice, October 30, 2015 We are pleased to furnish the following updated cost proposal for installation of a larger pump (50gpm, 7-1f2HP, 3 phase pump and motor unit) including a variable frequency drive and single phase to three phase converter at Well B at Zorro Ranch. Item # Description Unit gty Price 1 Sta-Rite #L50P4KH Liquid end 50GPM 7-1/2HP ea 1 $ 3,312.00 2 Sta-Rite #P43B0075A3 230V 3 Phase 4" diameter Submersible motor ea 1 $ 1,846.00 3 Pentek PPC5-2-59A-12 Pump controller including speed control and 1 phase 3 phase conversion in a NEMA 12 enclosure ea 1 $ 13,412.00 4 Pentek filter #KLC35BE ea 1 $ 2,421.00 r- 5 Mier #BWFC181610 Outdoor enclosure to house filter including cooling fan and thermostat (requires 115V power supply) ea 1 $ 590.00 6 2" Sch 40 Galvanized thread and coupled pipe ft 450 $ 2,448.00 7 2" Stainless steel check valve (400psi) ea 1 $ 156.00 8 Additional submersible cable #6-3C wl ground ft 95 $ 376.20 9 Splice kit for #6 wire ea 1 $ 30.00 10 1" Threaded Sch 80 PVC sounding tube w/ couplings ft 450 $ 616.50 1 i Labor and equipment to remove existing well pump set 360' and install the new pump, pipe and wire Is 1 $ 1.60a 00 12 Service Technician to program the Variable Frequency . Drive after it's installation by others Is 1 $ 500.00 Subtotal: $ 27,307.70 Less 30% on items 1 thru 4: $ (6,297.30) Less 25% on items 6 thru 10: $ (906.68) Subtotal: $ 20,103.73 Tax: $ 1,407.26 Total: $ 21,510.99 Please note we have not included installation of the Variable Frequency Drive and ilter or wiring between the source and the well head. If you have any questions or need additional information, please do not hesitate to contact us. Than 1 ca,(61„,_,c, Cla nce Rodgers / Rod9ot& & c°. :At% EFTA01124476 Cooke, & % Ja i l James, Hobson, Inc, QUOTATION #140626-6-zoro ranch central DAYS Page 1 of 1 October 27, 2015 To: ZORO RANCH ob Name: 'ZORO RANCH SE OF RANCH CENTRAL Updated on 10/27/15 Attn: BRICE GORDON ocation: STANLEY, NM Fax: EMAILED uotation By: Chuck Espinosa P.E. id Date: — 10/27/15 - - Unless otherwise stated: Prices are firm for 30 days from date, payment terms are s" tome . Applicable taxes wit be added to the invoice at rate n effect at time of shipment Interest shall accrue on past due amounts at 1.5% per month. Freight tonna are F.O.B. factory full freight allowed. Qty Description Each Total CLARIFICATIONS: ROUGH IN INSTALLATION BY ZORO FINAL WARING BY JCH START LIP AND TRAINING BY JCH SIZED FOR 1%% OF MAX WELL FLOW. 1111111 A BACK UP PUMP. LEAD TAW 13 13 WEEKS TO DELIVERY AFTER RECEIPT OF ORDER NEW BOOSTER SKID NAN FEATURES: 0 CONTROLS UAL SET POINTS, RANCH CENTRAL ANO MAIN HOUSE 20 GPM AT 300 TON (EACH PUMP 30 ORM) p40 GPM AT 175 TDH (EACH PUMP 60 GPM) 10 HP PER PUMP. 208/1160 AURORA PVM PUMPS $36,537.00 536,537.00 Modification to Well Pump controller Ackfing amnion/it well. $2,100.00 $2.100.0e 1 Labor for start up, set up, modification to wen controller to add S well and setting up the new OMNI site COMOIlef $2.500.00 52,500.00 Transducer 4745.00 ST4.5.00 OMNI Site Controller Provides • Monitoring of tank • Monitonng of well status • Monitoring of booster skid $3,500.00 $3.500.00 10.000 gallon vertical polyeihylene water storage tank with cand 2 bulkhead Menge Installed at bottom of tank 5% discount from orturial price M$13.957.00 approved by K Brown 10221/15 $13259.00 513259.00 T Price to delver end at tank on eating foundation gi.90000 1$1,90000 California Office Phone (949) 396-3001 542 E. Glendora. CA 91740 New Mexico Office Phone (505) 344-7100 3810 Academy Parkway S NE Albuquerque, NM 87109 EFTA01124477 Three B's LLC 7447 Pan American freeway Albuquerque. NM 87109 505-232-9494 November 2. 2015 Zorro Ranch Attention: Brice Re: Pump house metal building Zorro Ranch Metal building pump house Fine grading as necessary Set forms for concrete slab and boxed out areas for interior piping Pour 21 x30 6" concrete slab with 16"x18" footings Concrete will be reinforced with wire welded mesh Includes footings for vertical beams Install 21x30x15 high 29 Gauge metal building Roll up garage door 36" walkthrough door Interior roof and wall insulation Exterior "Rat Guard" metal trim Excludes electrical and plumbing Building $17,460.00 Concrete c.y 31,900.00 Reinforcement S340.00 Labor $9,680.00 S 29380.00 plus tax Prices include, material, labor and equipment to complete project. Excludes tax Thank you, 11 Blca EFTA01124478 ei G 6c. vy (e., As,:ie,(O4 , ro r Ack 4e)'‘LBiL BUILDINGS CONSTRUCTION ESTIMATOR P0SIVRAME PB21x30x15 Ref 0011" BUROING TYPE / SIZE filiaflop STIR 'Nakano Sc.- CONSTRUCTOR DETAIL Slug Spool NA Apo Inman 0t. w legal:owing Slid Stnrol NM Apo Irani Spann, t. I an On Cenkr POST4RWIE PSZHAINIS Wrthrli I tun. ladenuw-. Inc et,. IIa -Wol Booldonas oO0 I Pan AIIIMIMel an irwy NI Allniqueennt., WA 07113 /(lima Igle. All canton 'anorak.. to Oct 60(.4 are eictetive CI oMICroto Selo root onipoilinpOrtol bI peonts and potrodlava kt/ deduct nielloloCat plumbog nScigo BdtalcanoteconPtonlli Andros* avant, a aadowai coil. NQTC, Conallo is avalistio MM ADO metre ores and roma ether ann. Anna*. - COST•PLUS" contract can be signed. ROOF OPTIONS Roa Pad% 3 vvelicol a I: nogaZereat iVootto SOle .±Intwah 1 CPI ForlaTtall Ovolung 0 ndo-a LoOn'all Ovenant U SOIL Deanne" IIA-Wol No t W °yarning (gaol As roptoO ROI. Manton PIS Amiable on post•Tunto anlSliolaCITOeel ROT. 041 S Garay/ Ocean° O WO C.2.100 int le NOM 0000 it a radial yowl nornroutura (eminent Bout Arad up to 'IS —.— Garay, Canon a2' NOlit Th VI) Goolge °MN) ri• NOM WD 0100 s a rameleandesstaled roulentral door. ATM up loo tall (Loos °prang en' NONI WO 02400 nn robbed panel ccorearon: door Nandi IS' Is III" ot etiquette above Anal 1d1 w Ii eon Chan Hones I Openers WO C2e00' ,on saluted obbo0 Wince commenzal dear. Needs 1S' IA ICS a:le:Vance above Avail Mae a boon too Noodrfon Nods ararevon ON tape age Irevehe in Me theettor FM *War be a* facer KAMP' Ian flee the wee if height Wed Bea NONE Wei psotoo can *act ow dePOSAlle on nay/ Maw, an/ hay Rol be "St* reird On Ils °She a/a Wall/ea Wall4110.SudWall ' Base peen MAWS IPPO•OlOtenal tO skills?. is' Ocoee *bomb Ode PHOTOS VAT CON TAN OPTIONAL IENURP.I NOT SHOWN OR NOT AVAILABLE ON YOUR CHIOTT. t a0Ora.` 0 I •.:o1.1Imr I Our. tr•I(`‘•mnM ?n ra-,l' " is I L ''JI'M 1 3 . , SO 10 so So 30 S315 lokd *wave C. MA adore f.tx MIINIZZNAI NOTLI Tr.nci (Awqc role min nne ono rifle wan note note ono note Tow of AbAtional Items I pi'ASA Anwar" nonomire fir pononot wpb check debt 4.4 Slob CC a An p irancacbons ad to a hire once SInia Ie en, and Saga fa CgAn'Y IMEni Nan born pion uhaner EtEnttISCVSS EFTA01124479 BILT-WEL BUILDINGS Edon inoutiqns Inc dt.i B1n Wei But:dings 9001 Pan Amor.can Fray NE Albuquerque. NI? a7113 505:95.1813 Customer JJ 9102 Phone A Address Stan '0y NM (i:IM Email Estimate with Subcontracting Through Bilt-Wel U As quoted on Framing Estimator Qty Cost Ea Amount 1 POST-FRAME PE12i x30.c 15 1 — 2 Includes all stems stxmn on 0 SO SO 3 Framing Estimator 0 SO SO 4 Ref OD1F 0 SO SO 5 0 50 SO 6 0 50 SO 7 0 50 50 8 0 SO SO 0 0 SO SO 10 0 SO SO 11 0 50 50 12 0 SO SC 13 0 SO SO 14 Sub Tot 15 ISIN•Wel Options Not Shown Above Qty Cost Ea Eat Cott Amount 1 16 SO SC 17 - _ So st 18 SO SC 19 50 50 20 $0 SO 21 Sub Tot SO SO 22 Sub-contract Items (Estimated Only, Not Old) Qty Estimated Cost Ea Estimated Est Cost Margin Profit Overhead Amount 23 Import Fin On 0 50.00 SO 0% SO SO SO 24 'Tractor Tin* fOr see work 0 50 00 50 0%_ 50 SO SO 25 Concrete 20/20 mono . 16sf Lltuunq 416 5350015— _ 50 — 0% 30 — 50 — 50 -- 28 Puma 0 27 0 $0.00 SO 0% SO 50 SO 28 0 _ 50 00 SO 0% SO 50 SO 29 0 , $0.00 SO 0% SO SO SO 30 0 $0 00 SO 0% SO SO SO 31 0 $0 00 SO 0% SO SO SO 32 0 $0 .00 SO 0% SO SO SO 33 0 $000 50 0% SO SO SO 34 0 50 00 50 0% $0 $0 $0 35 Sub TOt 3.6 Not Included —.. 37 SO SO 15% $0 36 SO 50 15% 10 39 SO SO 15% 50 40 SO SO 15% 50 41 SO $0 15% $0 42 SO SO 15% SO re-Tax Total FE2015v2 0 2,22015 4 00 PM EFTA01124480 ProposaVContract B&R Construction Co. Inc. PO Box 3054 Moriarty, NM 87035 Licensed & Insured #90537 Proposal Submitted to: ZOITO Ranch Attn: Bryce Gordon Phone(505)934-2809 Email: Date: November 5th, 2015 Mobile4 Fax#505-832-1441 Office#505-832-1400 E-mail: Delivered to: Lamy, NM Santa Fe Co. WE HEREBY PROPOSE TO FURNISH THE LABOR NECESSARY FOR THE COMPLETION OF: Temporary Water Shed: 20'x32'x17' Pre Engineered Owner Provided Metal Building 3/12 Roof Slope 26 Gauge R-Panel Roof, Walls and Trim 1 Ea. 14'x14' Framed Opening on Left Endwall 1 Ea. 14'x14' Series 300 Windlock Door with Electric Opener (exclude electric service) 1 Ea. 3'x7' Walk Door 3" wmp-vr Roof & Wall Insulation 6" 3000 psi Slab with 12"x24" Continuous Footings and 24"x24" Spot Footings at Main Frame Columns. 2 Ea. #4 Rebar in Footing. Fiber or Wire Mesh. Figured on Level Site (B&R Standard Plan) Subtotal [email protected]% Total **Price Increase Due to Change in Slab Thickness (from 4" to 6") $ 9,740.00 $ 681.80 $10,421.80 NOTES **Owner to provide permit **Schedule is dependent on work load at time of signing. **Concrete can and may crack afer time. **Ouote is good for 15 days. Subject to change with industry increases. Exclude: All Building Materials, Permit, Permit Cost, Zoning Approval, Architectural Fee's, Bonding, Plumbing, Electric, Site Work, Import & Export Of Fill, Paint, Interior Work, HVAC, Gutters & Downs, Trash Dumpster, Access, Any Removal Of Rocks & Tree's, Impact Fees, Soil Report, Compaction Tests EFTA01124481 CONFIRMATION: Upon acceptance and agreement by purchasa through hisMer signature, this proposal shall become a legal and binding contract. ALL MATERIALS ARE GUARANTEED TO BE AS SPECIFIED AND THE ABOVE WORK TO BE PERFORMED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS SUBMITTED. ADDITIONALLY, THERE WILL BE NO REFUNDS ONCE MATERIALS ARE ORDERED AND PURCHASER WILL BE CHARGED A 33% FEE (BASED ON TOTAL CONTRACT COST) FOR EACH START-UP AND A IS% FEE (BASED ON TOTAL CONTRACT COST) FOR TERMINATION COST. RESPECTFULLY SUBMITTED PAYMENT SCHEDULE: 20% Down 30% Concrete Finish 30% On Frame In 20% Completion **Now accepting all major credit cards with a 2.99% of total project cost (1.99 if card is present) convenience fee** INTEREST OF I Si% PER MONTH WILL BE ADDED TO ALL BALANCES THAT ARE OVERDUE 30 DAYS OR MORE. ANY ALTERATION OR DEVIATION FROM THE ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ONLY UPON WRITTEN ORDER, AND WILL BECOME AN EXTRA CHARGE OVER AND ABOVE THE GIVEN ESTIMATED COST. ALL AGREEMENTS ARE CONTINGENT UPON STRIKES, ACCIDENTS. OR DELAYS BEYOND OUR CONTROL. PER NOTE: THIS PROPOSAL MAY BE WITHDRAWN BY US IF NOT ACCEPTED WITHIN 14 DAYS. ACCEPTANCE OF PROPOSAL ANY DISPUTES WITH THIS CONTRACT WILL BE AT THE CUSTOMERS CC6T. THIS INCLUDES ALL LAWYER FEES. THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY AND ARE HEREBY ACCEPTED. YOU ARE AUTHORIZED TO DO THE WORK AS SPECIFIED. PAYMENTS WILL BE MADE AS OUTLINED ABOVE. DATE SIGNATURE. EFTA01124482 (877) 268-3553 Steel Building Systems & Components Salesperson: Steve Marquez Submittals o Erection Drawings Qty: 0 o Anchor Bolt Plan City: 0 o Design Certification O Next Business Day Mail (where available) Customer Data Customer: ZORRO RANCH Cust. No: Mail Address: MUEL,I..E.R. INC. LT JP.a, ,,,.,m, Mint OWHICKII Building Quotation Date: 11/4/2015 Job # o UL-90 c Request for Pre-Approval o Design Calculations o Mueller Supplied Components Designed to meet TX Windstorm Criteria o See Additional Architectural Drawings O Drawings Only City, State. Zip: irKISTEO,NM 87540 Contact: Day Phone: Home Phone: Cell Phone: Fax: Email. BRICE GORDON End User 20X32X17 Name: Jobsite Address: City. State, Zip: Lamy,NM 87540 County: Sinfa General Contr. Address: City, State. Zip: Customer Type: Retail Building Details Building Type: • RF o SS O LT Eave Ht Roof Slope Gin Type Width: 20.000' Peak Offset 10.000' Front Side: 17.003' 3.000 in 12 Flush Length: 32.00IY Back Side: 17.000' 3.000 In 12 Flush Sidewall Bay Spacing 2 (g 16.0000' Frame ID Frame Type Col Type 1 Rigid Frame Wide-Flange 2 Rigid Frame Wide-Flange Wide-Flange Rafter Types Frame Line S Int Col's Wide-Flange 2 May mange due to engineering req.-temente Building Code (Provided by customer): Building Loads: Other Loads: Design Code: !DCVO Dead Load: 2.50 psf Extension Dead Load: 2.50 psf Closed/Open: Live Load: 20.00 pat Extension Live Load (SW) 20.00 pet Exposure: Load Reduction: No Extension Live Load (EW) 20.00 psf Importance - Wind: Ground Snow: 30.00 psf Site Class, — TN - Collateral 0.30 psf Crane Load? o Yes • No Importance -Seismic Wind Load: 061Rrm0- Floor Load? o Yes • No Seismic Coefficient: 0.6 Parapet ?Mansard? v Yes • NO Importance - Snow: 1.00 Stepped elevations or structures within 20 feet? Special Serviceability requirements? o Yes • o Yes • MBMA Intended Use: Building Use Classification: Standard Building Description of building use: SHOP ALMSTEVel/1111.1104 No No Pogo 1 of 4 20 x 32 x 17 / 17 EFTA01124483 Frame Coating Main Columns & Rafters • Red oxide Hot-Dipped Gelid End Frames Purlins. Gigs, Eavo Struts • Red oxide c Pre-Galvanized o Hot-Dipped Galv'd Left Right Expandable o Ci Non-Exp RF • SW. Endwall o • CF Endwall Framed Openings Base Condition Note: Welded Clips • Angle • trim o Channel c Girt Wall Bay Open Width Left Endwall 2 14.000' Door Framing • Red oxide Pre-Galvanized Hot-Dipped Galv'd C) 0 Header Ht 14.000' Wall Bracing: Roof: Lett Endwall: Front Sidewall: Right Endwall: Rack Sidevrell: Sill Ht 0.000' Base Anglo • Red oxide C Pre-Galvanized c Hot-Dipped Gelid DiagonaBlraBdrancginDgetails Rigid Frame Diagonal Bracing Pan D igaol :ahl Sear Bracing Offset 0.000' 'Note as framed openings mustier, Inc veal soppy the necessary reinforcement to brace framed openings against necessary loadngs. It the size of the framed °peones are speohol by the customer. IdluoDeri Inc will not be responsible for adaplaltis- ty of fit-up of items installed it these framed OCienings Other than Steck Cverreed doors suppled by shoes...me Pullin Extensions Wall None Surface Eave Extensions and Canopies Wall None Bay St Length Soffit Bay End Height Width Open walls: 'Nolo Ail open Ovals w i conta.n necessary col rrns un:ess allw.rmso rated Left Endwall: a Yes Front Sidewall: c Yes Partial Walls: Wall None Sheets & trim • No • No Right Endwall Back Sidewall: 0 Bay Bay End Open Height Roof Color Panel: A lhaa.."( / Gauge: 26 Quality' 30 /26 Yr. • Fasteners Walls Color: _Rustic Redd, . Panel: — R Gauge: 26 Quality: 50/ 25 Yr. • / 001.3 at %yew muelleO Conn Roof Walls Panel: TEK1.25 Panel TEK1.25 Lap: LAPTEK Lap: LAPTEK Type: Painted Type: Painted Ridge Covering • Peak Sheets ALUISTEVEPAIZRI104 Eave Condition Front Sidewall Trim Gable: Eave: Corner Jamb: Soffit Panel: Lap: Type: Slope Yes • No Yes • No Base White White White White Back Sidewatl Soffit Full Load Soffit Color: Panel: Gauge. Quality: Pao.) 2/11 4 212232217/1/ EFTA01124484 o Ridge Roll c Gutter & Downspouts O Gutter & Downspouts • Eave Trim • Eave Trim Accessories All accessories need to be applied to the base price as shown on the pricing page Jtem Description Quantity tice Decline ALT I . WD. STANDARD LOCKSET • STANDARD LOCKSET 1 1 Lot Accept Oscine ALT 2: Insulation -Wall - INS 6' X 100' X r VRR FA Accept Decline ALT 3: Insulation - Roof - INS 6' X 100' X 3" VRR FA 1 Lot Accept Deane ALT 4. WO: 3X7 DOOR W1-IT WIL • 3X7 DOOR W'HT WLKS CUT I Accept Deane A1.7 5: WD: 8 1/4 IN X 3X7 W - 8 114" X 3'X 7 VVFITKE 1 Accept Deane ALT 6: RUD: Manaras OfAH-611 - MANARAS OMN-6112-0000 I Accept Deane ALT 7: RUD: Manaras Radio C - MANARAS RADIO CON. KIT I Accept Deane ALT 8. RUD: kiunaius 3 Butte • MANARAS 3 BUT TON TRANS 1 Accept God no ALT 9: PAUE RUD • 14 X 14 W - MUE 14' X ¶4' W300 WHIT 1 Accept Declne ALT 10: RUD: Manaras Mountin - MANARAS MOUNTING BRACK 1 Accept Deane Total: 53 505 38 Estimated Weight of Building: 9,922.00 lbs. (Subject to change after the building is Engineered and Detailed) Special Requirements: Note: Anchor Bolts are not Included with this Quotation. Estimated Base Building Price: $10,232.84 (FOB Ballinger TX, Accessories. Options. and Taxes not included) Accessories $3,505.38 Estimated Delivery Charge to Desination $250.00 Total without Tax Estimated Tax $13,988.22 o $944.20 Estimated Total with Delivery and Tax • Required Deposit: Estimated Balance Due per Terms & Agreement Delivery Option: Direct Ship Will Call $14,932.42 -$3,832.42 Drop Ship $11,100.00 X Branch Delivery Common Carrier Thank you for the opportunity to quote this project.To place this building order, please contact us at 1-877-2MUELLER and a Purchase Agreement detailing your building requirements will be sent. If the information is correct, please sign the agreement and return with a 25% deposit of the total purchase price. Balance of the order will be due on delivery. The _ . ALE1,513VEMIZR1104 Pogo 3 of 4 20x32x1//1/ EFTA01124485 delivery date of your project will be determined by the date we receive your Purchase Agreement and deposit. Quotes are good for 14 days. Thank you again for allowing Mueller to assist in this project. Concrete slab and foundation engineering are the customer's responsibility to the extent required by local COdp§ahcgp5403fiances. Al MSTEVIiN42R110,1 Paw, 4 of 4 20 x 32 x 17 / If EFTA01124486 EFTA01124487