EFTA01124472.pdf

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 • A I E 2 O.. • • • • 3 • • • • Yhn Ate r —r, LJ • 4 • -al • 4 O 0 1 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 Ship To: Bill To: Zorro Developments corp Zorro Ranch 49 Zorro Ranch RD Stanley Zorro Developments corp NM 87056 49 Zorro Ranch RD Stanley NM 87056 Unit Price Total Qty Job Description 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. $500.00 $500.00 1 1) 200 Amp meter panel pedestal $150.00 $150.00 1 20 40 FT 2 inch IMC pipe $800.00 S800.00 1 3) 650 ft 410 aluminum wire $40.00 $40.00 1 4) 2 Ground rods $90.00 $90.00 1 5) stand off brackets 515.00 $15.00 1 6) wether heads $50.00 $50 00 1 7) concrete $350.00 5350.00 1 8) 200 amp indoor panel $80.00 $80.00 1 9) 100 2in pvc $35.00 $35.00 1 10) 20ft 2in EMT $50.00 $50.00 1 11) 2 in fitting 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 1 15) four point ground system for metal building $480.00 $480.00 1 16) labor $7.200.00 $7.200.00 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. 1 Wefi B builbing 1) moving well starters to new building $800.00 5800.00 1 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  Unit Price Total Qty Job Description $3,500.00 $3,500.00 t .Thor 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. October 30, 2015 Brice Gordon Job: Zorro Ranch - Well B Greetings Brice, proposal for installation of a larger pump We are pleased to furnish the following updated cost ing a variable frequency drive and single (50gpm, 7-1f2HP, 3 phase pump and motor unit) includ . phase to three phase converter at Well B at Zorro Ranch Unit gty Price Item # Description ea 1 $ 3,312.00 1 Sta-Rite #L50P4KH Liquid end 50GPM 7-1/2HP Sta-Rite #P43B0075A3 230V 3 Phase 4" diameter ea 1 $ 1,846.00 2 Submersible motor speed Pentek PPC5-2-59A-12 Pump controller including $ 13,412.00 conve rsion in a NEMA 12 ea 1 3 control and 1 phase 3 phase enclosure ea 1 $ 2,421.00 4 Pentek filter #KLC35BE r- Mier #BWFC181610 Outdoor enclosure to house filter 590.00 ea 1 $ 5 including cooling fan and thermostat (requires 115V power supply) ft 450 $ 2,448.00 6 2" Sch 40 Galvanized thread and coupled pipe ea 1 $ 156.00 7 2" Stainless steel check valve (400psi) ft 95 $ 376.20 8 Additional submersible cable #6-3C wl ground ea 1 $ 30.00 9 Splice kit for #6 wire ft 450 $ 616.5 0 10 1" Threaded Sch 80 PVC sounding tube w/ couplings Labor and equipment to remove existing well pump set Is 1 $ 1.60a 00 1i 360' and install the new pump, pipe and wire Service Technician to program the Variable Frequency Is 1 $ 500.00 12 . Drive after it's installation by others 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 or wiring Please note we have not included installation of the Variable Frequency Drive and ilter If you have any quest ions or need additio nal inform ation, between the source and the well head. please do not hesita te to conta ct us. Than 1ca,(61„,_,c, Cla nce Rodgers / Rod9ot& & c°. :At% EFTA01124476  Page 1 of 1 % Ja i l James, Cooke, & Hobson, Inc, QUOTATION #140626-6-zoro ranch central 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 date, payment terms are — - DAYS - s" tome . Applicable taxes Unless otherwise stated: Prices are firm for 30 days from due amounts at 1.5% per month. Freight Interest shall accrue on past wit be added to the invoice at rate n effect at time of shipment tonna are F.O.B. factory full freight allowed. Each Total Qty Description 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 $36,537.00 536,537.00 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 $2,100.00 $2.100.0e Modification to Well Pump controller Ackfing amnion/it well. Labor for start up, set up, modification to wen controller to add S well and setting up the new 1 $2.500.00 52,500.00 OMNI site COMOIlef 4745.00 ST4.5.00 Transducer OMNI Site Controller $3,500.00 $3.500.00 Provides • Monitoring of tank • Monitonng of well status • Monitoring of booster skid 10.000 gallon vertical polyeihylene water storage tank with cand 2 bulkhead Menge Installed at $13259.00 513259.00 bottom of tank 5% discount from orturial price M$13.957.00 approved by K Brown 10221/15 T Price to delver end at tank on eating foundation gi.90000 1$1,90000 California Office Phone (949) 396-3001 New Mexico Office Phone (505) 344-7100 542 E. Glendora. CA 91740 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 interior piping Set forms for concrete slab and boxed out areas for Pour 21x30 6" concrete slab with 16"x18" footing s Concrete will be reinforced with wire welded mesh Includes footings for vertical beams g Install 21x30x15 high 29 Gauge metal buildin 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 te project. Excludes tax Prices include, material, labor and equipment to comple Thank you, 11 Blca EFTA01124478  I tun. ladenuw-. Inc et,. ei IIa -Wol Booldonas G 6c. vy oO0 I Pan AIIIMIMel an irwy NI (e., As,:ie,(O4 ,rro Ack 4e)'‘LBiL Allniqueennt., WA 07113 BUILDINGS /(lima CONSTRUCTION ESTIMATOR P0SIVRAME PB21x30x15 Ref 0011" BUROING TYPE / SIZE and potrodlava kt/ filiaflop STIR POST4RWIE Igle. All canton 'anorak.. to Oct 60(.4 are eictetive CI oMICroto Selo root onipoilinpOrtol bI peonts a aadowai coil. 'Nakano Sc.- PSZHAINIS deduct nielloloCat plumbog nScigo BdtalcanoteconPtonlli Andros* avant, 1 contract can be signed. Wrthrli NQTC, Conallo is avalistio MM ADO metre ores and roma ether ann. Anna*. - COST•PLUS" CONSTRUCTOR DETAIL Slug Spool NA Apo Inman 0t. w legal:owing Slid Stnrol NM Apo Irani Spann, t. I an On Cenkr 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 3., —.— 'IS Garay, Canon a2' NOlit Th VI) 0000 it a radial yowlnornroutura (eminent Bout Arad up to SO Goolge °MN) ri• NOM WD 0100 s a rameleandesstaled roulentral door. ATM up loo tall Anal 1d1 w Ii eon 10 (Loos °prang en' NONI WO 02400 nn robbed panel ccorearon: door Nandi IS' Is III" ot etiquette above above Avail Mae a boon so Chan Hones I Openers WO C2e00' ,on saluted obbo0 Wince commenzal dear. Needs 1S' IA ICS a:le:Vance facer KAMP' Ian flee the wee if height So too Noodrfon Nods ararevon ON tape age Irevehe in Me theettor FM *War be a* 30 Wed Bea NONE Wei psotoo can *act ow dePOSAlle on nay/ Maw, an/ hay Rol be "St* reird On Ils °She a/a S315 Wall/ea Wall4110.SudWall ' Base peen MAWS IPPO•OlOtenal tO skills?. is' Ocoee *bomb Ode lokd *wave C. MA adore f.tx MIINIZZNAI NOTLI Tr.nci (Awqc role min nne ono rifle wan note note ono EtEnttISCVSS note Tow of AbAtional Items I pi'ASA PHOTOS VAT CON TAN OPTIONAL IENURP.I NOT Anwar" nonomire fir pononot wpb check debt 4.4 Slob SHOWN OR NOT AVAILABLE ON YOUR CHIOTT. CC a Anp irancacbons ad to a hire once t a0Ora.` 0 •.:o1.1Imr SInia Ie en,and Saga fa CgAn'Y IMEni Nan born pion uhaner I I Our. tr•I(`‘•mnM ?n ra-,l' " is IL ''JI'M EFTA01124479  Edon inoutiqns Inc dt.i B1n Wei But:dings BILT-WEL 9001 Pan Amor.can Fray NE Albuquerque. NI? a7113 BUILDINGS 505:95.1813 Customer JJ 9102 Phone A Address Stan'0y NM (i:IM Email Estimate with Subcontracting Through Bilt-Wel Qty Cost Ea Amount U As quoted on Framing Estimator — 1 POST -FRAME PE12i x30.c 15 1 0 SO SO 2 Includes all stems stxmn on 0 SO SO 3 Framing Estimator 0 SO SO 4 Ref OD1F 0 50 SO 5 0 50 SO 6 7 0 50 50 0 SO SO 8 0 SO SO 0 0 SO SO 10 0 50 50 11 0 SO SC 12 0 SO SO 13 14 Sub Tot Qty Cost Ea Eat Cott Amount 1 15 ISIN•Wel Options Not Shown Above SO SC 16 - _ So st 17 SO SC 18 50 50 19 SO $0 20 SO SO 21 Sub Tot Sub-contract Items Estimated Estimated Qty Cost Ea Est Cost Margin Profit Overhead Amount 22 (Estimated Only, Not Old) 23 ImportFin On 0 50.00 SO 0% SO SO SO 0 50 00 50 _ 0%_ 50 SO SO 24 'Tractor Tin* fOr see work 416 Concrete 20/20 mono . 16sf Lltuunq 50 25 28 Puma 0 5350015— 50 — 0% 30 — 50 — -- $0.00 SO 0% SO 50 SO 27 0 0 50 00 SO 0% SO 50 SO 28 _ 0 , $0.00 SO 0% SO SO SO 29 0 $000 SO 0% SO SO SO 30 SO 0 $0 00 SO 0% SO SO 31 0 $0.00 SO 0% SO SO SO 32 0 $000 50 0% SO SO SO 33 0 5000 50 0% $0 $0 $0 34 35 Sub TOt —.. 3.6 Not Included SO SO 15% $0 37 36 SO 50 15% 10 SO SO 15% 50 39 SO SO 15% 50 40 41 SO $0 15% $0 SO SO 15% SO 42 re-Tax Total FE2015v2 0 2,22015 4 00 PM EFTA01124480 ProposaVContract Date: November 5th, 2015 B&R Construction Co. Inc. Mobile4 PO Box 3054 Fax#505-832-1441 Moriarty, NM 87035 Office#505-832-1400 Licensed & Insured #90537 E-mail: Proposal Submitted to: Delivered to: ZOITO Ranch Lamy, NM Attn: Bryce Gordon Santa Fe Co. Phone(505)934-2809 Email: 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 $ 9,740.00 Tax@7.00% $ 681.80 Total $10,421.80 **Price Increase Due to Change in Slab Thickness (from 4" to 6") 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 Building MUEL,I..E.R. INC. LT JP.a, ,,,.,m, Mint OWHICKII Quotation Steel Building Systems & Components Salesperson: Steve Marquez Date: 11/4/2015 Job # Submittals o Erection Drawings Qty: 0 o UL-90 c Request for Pre-Approval o Anchor Bolt Plan City: 0 o Design Calculations o Design Certification o Mueller Supplied Components Designed to meet TX Windstorm Criteria O Next Business Day Mail (where available) o See Additional Architectural Drawings O Drawings Only Customer Data Customer: ZORRO RANCH End User 20X32X17 Cust. No: Name: Mail Address: Jobsite Address: City, State. Zip: irKISTEO,NM 87540 City. State, Zip: Lamy,NM 87540 Contact: BRICE GORDON County: Sinfa Day Phone: General Contr. Home Phone: Address: Cell Phone: City, State. Zip: Fax: Customer Type: Retail Email. 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 Rafter Types Frame Line S Int Col's 1 Rigid Frame Wide-Flange Wide-Flange 2 2 Rigid Frame Wide-Flange Wide-Flange 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, Collateral 0.30 psf Crane Load? o Yes • No Importance -Seismic — TN - 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? o Yes • No Special Serviceability requirements? o Yes • No MBMA Intended Use: Building Use Classification: Standard Building Description of building use: SHOP ALMSTEVel/1111.1104 Pogo 1 of 4 20 x 32 x 17 / 17 EFTA01124483 Frame Coating Main Columns & Rafters Purlins. Gigs, Eavo Struts Door Framing Base Anglo • Red oxide • Red oxide • Red oxide • Red oxide Hot-Dipped Gelid c Pre-Galvanized C) Pre-Galvanized C Pre-Galvanized o Hot-Dipped Galv'd 0 Hot-Dipped Galv'd c Hot-Dipped Gelid End Frames Base Condition Wall Bracing: Left Right Diagona BlraBd ra ncgin Dgetails Expandable o Ci • Angle Roof: Non-Exp RF • • trim Lett Endwall: Rigid Frame SW. Endwall o • o Channel Front Sidewall: Diagonal Bracing CF Endwall c Girt Right Endwall: D Pan igaol:a Sear hl Rack Sidevrell: Bracing Framed Openings Note: Welded Clips Wall Bay Open Width Header Ht Sill Ht Offset Left Endwall 2 14.000' 14.000' 0.000' 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 Surface Length Soffit None Eave Extensions and Canopies Wall Bay St Bay End Height Width Slope Soffit None Open walls: 'Nolo Ail open Ovals w i conta.n necessary col rrns un:ess allw.rmso rated Left Endwall: a Yes • No Right Endwall Yes • No Front Sidewall: c Yes • No Back Sidewall: 0 Yes • No Partial Walls: Wall Bay Bay End Open Height Base Full Load None Sheets & trim Roof Walls Trim Soffit Color Color: _Rustic Redd,. Gable: White Color: Panel: /A lhaa.."( Panel: — R Eave: White Panel: Gauge: 26 Gauge: 26 Corner White Gauge. Quality' 30 /26 Yr. • Quality: 50/ 25 Yr. • / Jamb: White Quality: 001.3 at %yew muelleO Conn Fasteners Roof Walls Soffit Panel: TEK1.25 Panel TEK1.25 Panel: Lap: LAPTEK Lap: LAPTEK Lap: Type: Painted Type: Painted Type: Ridge Covering Eave Condition • Peak Sheets Front Sidewall Back Sidewatl ALUISTEVEPAIZRI104 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 Accept Oscine ALT 2: Insulation -Wall - INS 6' X 100' X r VRR FA 1 Lot 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 Desinat