аЯрЁБс>ўџ ўџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџ§џџџ!ўџџџ  ўџџџ ўџџџўџџџ#$%&'()*+,-./0ўџџџ23456789:;<=>?ўџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџRoot Entryџџџџџџџџ€7игЏр˜Dp†ЃЧРCONTENTSџџџџџџџџ т4MATRIXINFOџџџџџџџџўџџџAUTHORINFOџџџџž ўџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџџ@€ЬUID(NCE.2006-0.4689);Bold(1,12);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Decks:handrail","Decks:railing","Handrails:patio deck","Paling, rail","Railing:patio deck");Origin(1013,100,6773)€ФDeck railing 42" high handrail. 2" x 2" paling 5" OC run vertically, lag bolted to edge of the deck, one 2" x 4" horizontal top rail and one 2" x 6" placed on edge directly below the top rail. € Deck railings, 42" high handrailOrigin(1013,100,6775)€'Redwood, select heart, per running footOrigin(1013,100,6775) €) Redwood, select heart, per running foot A@B1)\Тѕh9@LFZd;пOе?зЃp= з@ьQИ…ы @иЃp= з-@ЎGсztk@ зЃp=њq@ЎGсzД@ПŸ/нЄ&@xMATKEY(3,70%37100,20%43700,10%42800);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,100,6775)€€[Deck stairs All stairs assume 12" tread (step) composed of two 2" x 6" lumber and riser. ъUID(NCE.2006-0.4696);Bold(1,11);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Decks:stairs","Lumber:alternative building materials","Lumber:recycled composite","Plastic:lumber","Redwood:deck stairs");Origin(1013,100,6780)€'One or two steps high, box construction[UID(NCE.2006-0.4697);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});Origin(1013,100,6781)€d Prices are per LF of step. A 4' wide stair with 2 steps has 8 LF of step. Use 8 LF as the quantity.[UID(NCE.2006-0.4698);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});Origin(1013,100,6782)€GDeck stairs, one or two steps high. Redwood treads, with redwood risersOrigin(1013,100,6787) €& Redwood treads, with redwood risers @B1)\Тѕh9@LFffffffж?= зЃp=@HсzЎЧ!@fffffц/@ЎGсz.5@ьQИ…Ћ:@ЬЬЬЬЬьG@ЬЬЬЬЬЬ№?xMATKEY(3,70%37500,20%43700,10%42800);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,100,6787)€€4Stain railing and stairs to match composite decking:€џ-Exterior painting, subcontract The estimates below are for hand work (brush and roller). Costs will be 15% to 30% lower when spray equipment can be used to good advantage. These costs include only minimum surface preparation. Add additional surface preparation, if required, from the figures above. €"Porch rail and balusters, per coat€Gross stair areaOrigin(1013,246,15707) € Gross area B@B1)\Тѕh9@SF@@R@R@cUID(NCE.2006-0.13410);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});NOMTX;Origin(1013,246,15707)€Porch rail and balustersOrigin(1013,246,15708)€Origin(1013,246,15708)€ Handrail only € Handrail only €Q@B1)\Тѕh9@LF@@€a@€a@pUID(NCE.2006-0.13411);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);NOMTX;Origin(1013,246,15708)џџCParagraphPT_ESTIMATE_LASTџџCParagraphPT_GRAPHIC_LINE џџCParagraphPT_AUTOMATIC_LINEџџCParagraphPT_EST_TOTAL_MMLE/Total Manhours, Material, Labor, and Equipment:X@B1LFRИ…ыб@сzЎGi@RИ…ыйf@š™™™™-x@Тѕ(мTЊ@і(\Т,@…ыQИžuД@D‹lчћщQ@џџCParagraphPT_EST_TOTAL_SUBSTotal Only (Subcontract) Costs:c€џџCParagraphPT_ESTIMATE_SUBTOTAL Subtotal:!X@B1LFRИ…ыб@сzЎGi@RИ…ыйf@Тѕ(мTЊ@і(\Т,@D‹lчћщQ@c€џџCParagraphPT_MARKUP_OVERHEADOverhead1џџCParagraphPT_MARKUP_CONTINGENCY*1џџCParagraphPT_MARKUP_PROFITProfitTNEEST........................MC:\Program Files\Craftsman\National Estimator\Costbooks\2007 Construction.cbk№?№?№?№?№?X@B1LFRИ…ыб@сzЎGi@RИ…ыйf@Тѕ(мTЊ@і(\Т,@D‹lчћщQ@pџџCParagraphPT_HEADING14 Qty Craft@Hours Unit Material Labor Equipment TotalџџCParagraphPT_TEXT Deck Estimate 3 (Stick Estimate)€€џŽ10 x 16 deck with railing, built with girder support and lagged onto the side of a building with a ledger. Approximate height from ground is 3 feet. Girder and joists to be pressure-treated with blocking over girder and joist hangers at ends. Decking to be 5/4" x 6 composite lumber with wood grain and color. Railing to be redwood and stained to match composite decking. Redwood stairway for exit.€€Digging footings for postsџџCParagraphPT_ESTCOST@B1)\Тѕh9@Ea333333у?€.@€.@рV@рV@ЬЬЬЬЬЬ @€Origin(1013,160,10272)€Column bases, heavy duty€4" x 4" (CB44)Origin(1013,160,10272) € 4" x 4" (CB44) @BCьQИ… @@Ea`ха"лљО?= зЃpН#@ зЃp= @€+@\Тѕ(œM@HсzЎG7@ T@ЌZd;ч?TMATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,160,10272)€€rAdd for posts to support conventionally framed wood cover joists. Includes one sack of concrete but no excavation.€UID(NCE.2006-0.4671);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Decks:posts","Posts:deck");Origin(1013,100,6760)€Add for deck postsOrigin(1013,100,6761)€"4" x 4" pressure treated, 10' longOrigin(1013,100,6761) €$ 4" x 4" pressure treated, 10' long @B1)\Тѕh9@Eaш?ЭЬЬЬЬЬ+@Тѕ(\3@{ЎGсz@@33333SX@= зЃp­`@зЃp= зl@@oMATKEY(2,60%37800,40%42800);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,100,6761)€рUID(NCE.2006-0.10481);Bold(1,32);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("ACQ treated lumber","Lumber:pressure treated","Pressure treated lumber","Treated:lumber","Wolmanized lumber");Origin(1013,199,12715)€ITreated Lumber, per linear foot. Constructing and squaring outer frame. €J@B1)\Тѕh9@L.F.333333ы?333333ы?™™™™™F@™™™™™F@€€Flashing€%L-flashing, 2" x 2" x 10’, bonderizedOrigin(1013,280,17654) €) L-flashing, 2" x 2" x 10’, bonderized @SWЎGсzдA@Eaš™™™™™й?\Тѕ(\@…ыQИ…,@š™™™™3@\Тѕ(\#@…ыQИ…<@š™™™™C@š™™™™™щ?gMATKEY(100%107900);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,280,17654)€€aHeavy duty lag bolts for lagging plate to building, galvanized, deduct 25% for carton quantities UID(NCE.2006-0.12949);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Bolts:lag","Lag bolts");Origin(1013,238,15229)€Heavy duty lag bolts€5/8", Bolt size 6" € 5/8" 8@B1)\Тѕh9@EaЎGсzЎ@ЎGсzЎ@Тѕ(\BP@Тѕ(\BP@|UID(NCE.2006-0.12954);MATKEY(100%33400);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,238,15231)€+Labor to install machine bolts or lag boltsOrigin(1013,238,15244)€ 4" to 6" longOrigin(1013,238,15244) € 4" to 6" long 8@BCьQИ… @@Eaš™™™™™Й?ЎGсzЎ @ЎGсzЎ @Тѕ(\BS@Тѕ(\BS@433333@fMATKEY(100%33400);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,238,15244)€dUID(NCE.2006-0.587);Bold(1,14);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});Origin(1013,27,2458)€Building Paper €Asphalt felt, 36" wideUID(NCE.2006-0.589);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Asphalt:felt","Felt:asphalt");Origin(1013,27,2460)€ Asphalt feltOrigin(1013,27,2461)€(15 lb., ASTM F45 (432 SF roll at $20.14)Origin(1013,27,2461) €* 15 lb., ASTM F45 (432 SF roll at $20.14) 0@--SFš™™™™™Љ?š™™™™™Љ?š™™™™™щ?š™™™™™щ?xUID(NCE.2006-0.590);MATKEY(100%48000);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,27,2461)€€Girder€*Pressure treated girder, .25 ACQ treatment€$4" x 8", Pressure treated SYP 16’ L € 4" x 8" №?Ea@I@@I@@I@@I@jUID(NCE.2006-0.11125);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,209,13365)€€$Pressure treated joists and blocking€*Pressure treated lumber, .25 ACQ treatment€"2" x 6", Pressure treated SYP 8’ L € 2" x 6" I@B1)\Тѕh9@Ea)\Тѕ(@)\Тѕ(@w@w@jUID(NCE.2006-0.11119);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,209,13359)€’UID(NCE.2006-0.12845);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Joists:hanger nails","Nails:joist hanger");Origin(1013,236,15123)€BBright joist hanger nails, 9 gauge except as noted. Cost per box. €Bright joist hanger nailsOrigin(1013,236,15124)€1-1/4", 1-pound boxOrigin(1013,236,15124) € 1-1/4", 1-pound box @B1)\Тѕh9@Box№?ьQИ…ы@)\Тѕh9@fffff&<@gfffff+@33333У_@˜a@@jUID(NCE.2006-0.12846);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,236,15124)€\UID(NCE.2006-0.8231);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});Origin(1013,162,10402)€KU type or formed seat type hangers (U). Standard duty, 16 gauge, galvanized€U type or formed seat hangersOrigin(1013,162,10404)€2" x 6" (U26)Origin(1013,162,10404) € 2" x 6" (U26) H@BCьQИ… @@EaZd;пOЇ?HсzЎGщ?ЎGсzЎї?)\Тѕ(@і(\ТѕB@Тѕ(\ТQ@> зЃp=[@D‹lчћЉ@TMATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,162,10404)€Origin(1013,99,6697)€TFraming Connectors All bolted connectors include nuts, bolts, and washers as neededgUID(NCE.2006-0.8074);Bold(1,18);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});Origin(1013,159,10237)€"Equivalent Simpson Strong-Tie Co. џ’UID(NCE.2006-0.8075);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});KEYWORDS("Anchors:timber connectors","Builder's hardware:rough carpentry","Clips:framing","Connectors:framing","Connectors:wood","Framing:clips","Framing:connectors","Framing:hardware","Hangers:framing","Hangers:joist","Hardware:builder's","Hardware:rough","Joists:hangers","Rough hardware","Simpson hangers");Origin(1013,159,10238)€3" x 5" connector (A35 or A35F)Origin(1013,159,10242) €! 3" x 5" connector (A35 or A35F) $@BCьQИ… @@EaИ…ыQИž?ьQИ…ыб?И…ыQИю?зЃp= зѓ?ffffff@333333#@ЭЬЬЬЬЬ(@333333г?gMATKEY(100%134500);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,159,10242)€€Decking, 10’ x 16’€+5/4" x 6" recycled composite lumber deckingOrigin(1013,99,6697) €. 5/4" x 6" recycled composite lumber decking d@B1)\Тѕh9@SFЭЬЬЬЬЬЬ?*@сzЎGс@И…ыQИ2@@ @™™™™™™Œ@ffffffЇ@B@wMATKEY(3,70%37500,20%43700,10%42800);MATRIXID({C0632791-CCB2-493F-882A-41B37C3A0471});LABFACT(YR0);Origin(1013,99,6697)€€Screws€$Industrial pack of split stop screws €№?B1)\Тѕh9@Ea@ЭЬЬЬЬмS@…ыQИS@і(\Тuc@ЭЬЬЬЬмS@…ыQИS@і(\Тuc@1c€џџCParagraphPT_ESTIMATE_TOTALEstimate Total:X@B1LFRИ…ыб@сzЎGi@RИ…ыйf@Тѕ(мTЊ@і(\Т,@D‹lчћщQ@c€џџCParagraphPT_TAX_MATERIALSTax on Materials:"џџCParagraphPT_TAX_LABOR Tax on Labor:#џџCParagraphPT_TAX_EQUIPMENTTax on Equipment:$џџCParagraphPT_TAX_SUBSTax on Total Only Costs:%џџCParagraphPT_TAX_CONTRACTTax on the Contract Price&c€џџCParagraphPT_GRAND_TOTAL Grand Total:'ШШM<AuthorProjectInfo><CompanyInfo profile="" Name="CBC" Contact="bill grote" Street1="9999 fd st" Street2="CBC" City="Escondido" State="CA" Zip="92009" Country="US" Phone="" Web="" Email="bill@costbook.com" Fax="" taxexemptnumber=""/><EstimateInfo EstimateID="" EstimatorName="" EstimatedDate="" Comments="" SpecialInstructions=""/><JobInfo JobName="" Contact="" Street1="" Street2="" City="" State="" Zip="" Country="" Phone="" Web="" Email="" Fax=""/><CustomerInfo Contact="" Company="" Street1="" Street2="" City="" State="" Zip="" Country="" Web="" Email="" Fax=""/></AuthorProjectInfo>JCW-PLAINџџџџџџџџџџџџ"СJCW-ADJUSTџџџџџџџџџџџџ1НџџџџџџџџџџџџџџџџџџџџџџџџKEYLINE|NOT ADJUSTED|LaborRate|Per Unit|CraftCode|UnitHours|Unit|UnitMaterial|UnitLabor|UnitEquipment|UnitTotal|Qty|CraftCode|TotalHours|Unit|TotalMaterial|TotalLabor|TotalEquipment|Total| ADJUSTMENTS|HRS|1.0000|MAT|1.0000|LAB|1.0000|EQP|1.0000|TOT|1.0000| MARKUPS|OVERHEAD|0.0000|PROFIT|0.0000| TAXES|CONTRACT|0.0000|MAT|0.0000|LAB|0.0000|EQP|0.0000|SUB|0.0000| HDR1| Qty Craft@Hours Unit Material Labor Equipment Total TXT|Deck Estimate 3 (Stick Estimate) TXT| TXT|10 x 16 deck with railing, built with girder support and lagged onto the side of a building with a ledger. Approximate height from ground is 3 feet. Girder and joists to be pressure-treated with blocking over girder and joist hangers at ends. Decking to be 5/4" x 6 composite lumber with wood grain and color. Railing to be redwood and stained to match composite decking. Redwood stairway for exit. TXT| TXT|Digging footings for posts ECST|25.4100|Per Unit|B1|0.6000|Ea|0.0000|15.2500|0.0000|15.2500|6.0000|B1|3.6000|Ea|0.0000|91.5000|0.0000|91.5000| TXT| TXT|Column bases, heavy duty TXT|4" x 4" (CB44) ECST|32.0900|Per Unit|BC|0.1210|Ea|9.8700|3.8800|0.0000|13.7500|6.0000|BC|0.7260|Ea|59.2200|23.2800|0.0000|82.5000| TXT| TXT|Add for posts to support conventionally framed wood cover joists. Includes one sack of concrete but no excavation. TXT|Add for deck posts TXT|4" x 4" pressure treated, 10' long ECST|25.4100|Per Unit|B1|0.7500|Ea|13.9000|19.0600|0.0000|32.9600|7.0000|B1|5.2500|Ea|97.3000|133.4200|0.0000|230.7200| TXT| TXT|Treated Lumber, per linear foot. Constructing and squaring outer frame. ECST|25.4100|Per Unit|B1|0.0000|L.F.|0.8500|0.0000|0.0000|0.8500|52.0000|B1|0.0000|L.F.|44.2000|0.0000|0.0000|44.2000| TXT| TXT|Flashing TXT|L-flashing, 2" x 2" x 10’, bonderized ECST|35.6600|Per Unit|SW|0.4000|Ea|4.8400|14.2600|0.0000|19.1000|2.0000|SW|0.8000|Ea|9.6800|28.5200|0.0000|38.2000| TXT| TXT|Heavy duty lag bolts for lagging plate to building, galvanized, deduct 25% for carton quantities TXT|Heavy duty lag bolts TXT|5/8", Bolt size 6" ECST|25.4100|Per Unit|B1|0.0000|Ea|2.7100|0.0000|0.0000|2.7100|24.0000|B1|0.0000|Ea|65.0400|0.0000|0.0000|65.0400| TXT|Labor to install machine bolts or lag bolts TXT|4" to 6" long ECST|32.0900|Per Unit|BC|0.1000|Ea|0.0000|3.2100|0.0000|3.2100|24.0000|BC|2.4000|Ea|0.0000|77.0400|0.0000|77.0400| TXT| TXT|Building Paper TXT|Asphalt felt, 36" wide TXT|Asphalt felt TXT|15 lb., ASTM F45 (432 SF roll at $20.14) ECST|0.0000|Per Unit|--|0.0000|SF|0.0500|0.0000|0.0000|0.0500|16.0000|--|0.0000|SF|0.8000|0.0000|0.0000|0.8000| TXT| TXT|Girder TXT|Pressure treated girder, .25 ACQ treatment TXT|4" x 8", Pressure treated SYP 16’ L ECST|0.0000|Per Unit||0.0000|Ea|50.5000|0.0000|0.0000|50.5000|1.0000||0.0000|Ea|50.5000|0.0000|0.0000|50.5000| TXT| TXT|Pressure treated joists and blocking TXT|Pressure treated lumber, .25 ACQ treatment TXT|2" x 6", Pressure treated SYP 8’ L ECST|25.4100|Per Unit|B1|0.0000|Ea|7.5400|0.0000|0.0000|7.5400|50.0000|B1|0.0000|Ea|377.0000|0.0000|0.0000|377.0000| TXT| TXT|Bright joist hanger nails, 9 gauge except as noted. Cost per box. TXT|Bright joist hanger nails TXT|1-1/4", 1-pound box ECST|25.4100|Per Unit|B1|1.0000|Box|2.7400|25.4100|0.0000|28.1500|5.0000|B1|5.0000|Box|13.7000|127.0500|0.0000|140.7500| TXT| TXT|U type or formed seat type hangers (U). Standard duty, 16 gauge, galvanized TXT|U type or formed seat hangers TXT|2" x 6" (U26) ECST|32.0900|Per Unit|BC|0.0460|Ea|0.7900|1.4800|0.0000|2.2700|48.0000|BC|2.2080|Ea|37.9200|71.0400|0.0000|108.9600| TXT| TXT|Framing Connectors All bolted connectors include nuts, bolts, and washers as needed TXT|Equivalent Simpson Strong-Tie Co. TXT|3" x 5" connector (A35 or A35F) ECST|32.0900|Per Unit|BC|0.0300|Ea|0.2800|0.9600|0.0000|1.2400|10.0000|BC|0.3000|Ea|2.8000|9.6000|0.0000|12.4000| TXT| TXT|Decking, 10’ x 16’ TXT|5/4" x 6" recycled composite lumber decking ECST|25.4100|Per Unit|B1|0.2250|SF|13.0000|5.7200|0.0000|18.7200|160.0000|B1|36.0000|SF|2080.0000|915.2000|0.0000|2995.2000| TXT| TXT|Screws TXT|Industrial pack of split stop screws ECST|25.4100|Per Unit|B1|3.0000|Ea|79.4500|76.2300|0.0000|155.6800|1.0000|B1|3.0000|Ea|79.4500|76.2300|0.0000|155.6800| TXT| TXT|Deck railing 42" high handrail. 2" x 2" paling 5" OC run vertically, lag bolted to edge of the deck, one 2" x 4" horizontal top rail and one 2" x 6" placed on edge directly below the top rail. TXT|Deck railings, 42" high handrail TXT|Redwood, select heart, per running foot ECST|25.4100|Per Unit|B1|0.3330|LF|6.4600|8.4600|0.0000|14.9200|34.0000|B1|11.3220|LF|219.6400|287.6400|0.0000|507.2800| TXT| TXT|Deck stairs All stairs assume 12" tread (step) composed of two 2" x 6" lumber and riser. TXT|One or two steps high, box construction TXT| Prices are per LF of step. A 4' wide stair with 2 steps has 8 LF of step. Use 8 LF as the quantity. TXT|Deck stairs, one or two steps high. Redwood treads, with redwood risers ECST|25.4100|Per Unit|B1|0.3500|LF|7.0600|8.8900|0.0000|15.9500|3.0000|B1|1.0500|LF|21.1800|26.6700|0.0000|47.8500| TXT| TXT|Stain railing and stairs to match composite decking: TXT|Exterior painting, subcontract The estimates below are for hand work (brush and roller). Costs will be 15% to 30% lower when spray equipment can be used to good advantage. These costs include only minimum surface preparation. Add additional surface preparation, if required, from the figures above. TXT|Porch rail and balusters, per coat TXT|Gross stair area ECST|25.4100|Per Unit|B1|0.0000|SF|2.0000|0.0000|0.0000|2.0000|36.0000|B1|0.0000|SF|72.0000|0.0000|0.0000|72.0000| TXT|Porch rail and balusters TXT| TXT|Handrail only ECST|25.4100|Per Unit|B1|0.0000|LF|2.0000|0.0000|0.0000|2.0000|70.0000|B1|0.0000|LF|140.0000|0.0000|0.0000|140.0000| ELST| LINE| AUTO| ETMM|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|386.8500|555.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| ETTO|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| AUTO| SUBT|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|555.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| AUTO| OVHD|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|0.0000| CTIN|0.0000|Per Unit||0.0000|1|0.0000|0.0000|0.0000|0.0000|0.0000||0.0000|1|0.0000|0.0000|0.0000|0.0000| PROF|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|0.0000| AUTO| ETTL|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| AUTO| TAXM|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXL|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXE|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXS|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXC|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| AUTO| EGT|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|5237.6200| KEYLINE|ADJUSTED|LaborRate|Per Unit|CraftCode|UnitHours|Unit|UnitMaterial|UnitLabor|UnitEquipment|UnitTotal|Qty|CraftCode|TotalHours|Unit|TotalMaterial|TotalLabor|TotalEquipment|Total| ADJUSTMENTS|HRS|1.0000|MAT|1.0000|LAB|1.0000|EQP|1.0000|TOT|1.0000| MARKUPS|OVERHEAD|0.0000|PROFIT|0.0000| TAXES|CONTRACT|0.0000|MAT|0.0000|LAB|0.0000|EQP|0.0000|SUB|0.0000| HDR1| Qty Craft@Hours Unit Material Labor Equipment Total TXT|Deck Estimate 3 (Stick Estimate) TXT| TXT|10 x 16 deck with railing, built with girder support and lagged onto the side of a building with a ledger. Approximate height from ground is 3 feet. Girder and joists to be pressure-treated with blocking over girder and joist hangers at ends. Decking to be 5/4" x 6 composite lumber with wood grain and color. Railing to be redwood and stained to match composite decking. Redwood stairway for exit. TXT| TXT|Digging footings for posts ECST|25.4100|Per Unit|B1|0.6000|Ea|0.0000|15.2500|0.0000|15.2500|6.0000|B1|3.6000|Ea|0.0000|91.5000|0.0000|91.5000| TXT| TXT|Column bases, heavy duty TXT|4" x 4" (CB44) ECST|32.0900|Per Unit|BC|0.1210|Ea|9.8700|3.8800|0.0000|13.7500|6.0000|BC|0.7260|Ea|59.2200|23.2800|0.0000|82.5000| TXT| TXT|Add for posts to support conventionally framed wood cover joists. Includes one sack of concrete but no excavation. TXT|Add for deck posts TXT|4" x 4" pressure treated, 10' long ECST|25.4100|Per Unit|B1|0.7500|Ea|13.9000|19.0600|0.0000|32.9600|7.0000|B1|5.2500|Ea|97.3000|133.4200|0.0000|230.7200| TXT| TXT|Treated Lumber, per linear foot. Constructing and squaring outer frame. ECST|25.4100|Per Unit|B1|0.0000|L.F.|0.8500|0.0000|0.0000|0.8500|52.0000|B1|0.0000|L.F.|44.2000|0.0000|0.0000|44.2000| TXT| TXT|Flashing TXT|L-flashing, 2" x 2" x 10’, bonderized ECST|35.6600|Per Unit|SW|0.4000|Ea|4.8400|14.2600|0.0000|19.1000|2.0000|SW|0.8000|Ea|9.6800|28.5200|0.0000|38.2000| TXT| TXT|Heavy duty lag bolts for lagging plate to building, galvanized, deduct 25% for carton quantities TXT|Heavy duty lag bolts TXT|5/8", Bolt size 6" ECST|25.4100|Per Unit|B1|0.0000|Ea|2.7100|0.0000|0.0000|2.7100|24.0000|B1|0.0000|Ea|65.0400|0.0000|0.0000|65.0400| TXT|Labor to install machine bolts or lag bolts TXT|4" to 6" long ECST|32.0900|Per Unit|BC|0.1000|Ea|0.0000|3.2100|0.0000|3.2100|24.0000|BC|2.4000|Ea|0.0000|77.0400|0.0000|77.0400| TXT| TXT|Building Paper TXT|Asphalt felt, 36" wide TXT|Asphalt felt TXT|15 lb., ASTM F45 (432 SF roll at $20.14) ECST|0.0000|Per Unit|--|0.0000|SF|0.0500|0.0000|0.0000|0.0500|16.0000|--|0.0000|SF|0.8000|0.0000|0.0000|0.8000| TXT| TXT|Girder TXT|Pressure treated girder, .25 ACQ treatment TXT|4" x 8", Pressure treated SYP 16’ L ECST|0.0000|Per Unit||0.0000|Ea|50.5000|0.0000|0.0000|50.5000|1.0000||0.0000|Ea|50.5000|0.0000|0.0000|50.5000| TXT| TXT|Pressure treated joists and blocking TXT|Pressure treated lumber, .25 ACQ treatment TXT|2" x 6", Pressure treated SYP 8’ L ECST|25.4100|Per Unit|B1|0.0000|Ea|7.5400|0.0000|0.0000|7.5400|50.0000|B1|0.0000|Ea|377.0000|0.0000|0.0000|377.0000| TXT| TXT|Bright joist hanger nails, 9 gauge except as noted. Cost per box. TXT|Bright joist hanger nails TXT|1-1/4", 1-pound box ECST|25.4100|Per Unit|B1|1.0000|Box|2.7400|25.4100|0.0000|28.1500|5.0000|B1|5.0000|Box|13.7000|127.0500|0.0000|140.7500| TXT| TXT|U type or formed seat type hangers (U). Standard duty, 16 gauge, galvanized TXT|U type or formed seat hangers TXT|2" x 6" (U26) ECST|32.0900|Per Unit|BC|0.0460|Ea|0.7900|1.4800|0.0000|2.2700|48.0000|BC|2.2080|Ea|37.9200|71.0400|0.0000|108.9600| TXT| TXT|Framing Connectors All bolted connectors include nuts, bolts, and washers as needed TXT|Equivalent Simpson Strong-Tie Co. TXT|3" x 5" connector (A35 or A35F) ECST|32.0900|Per Unit|BC|0.0300|Ea|0.2800|0.9600|0.0000|1.2400|10.0000|BC|0.3000|Ea|2.8000|9.6000|0.0000|12.4000| TXT| TXT|Decking, 10’ x 16’ TXT|5/4" x 6" recycled composite lumber decking ECST|25.4100|Per Unit|B1|0.2250|SF|13.0000|5.7200|0.0000|18.7200|160.0000|B1|36.0000|SF|2080.0000|915.2000|0.0000|2995.2000| TXT| TXT|Screws TXT|Industrial pack of split stop screws ECST|25.4100|Per Unit|B1|3.0000|Ea|79.4500|76.2300|0.0000|155.6800|1.0000|B1|3.0000|Ea|79.4500|76.2300|0.0000|155.6800| TXT| TXT|Deck railing 42" high handrail. 2" x 2" paling 5" OC run vertically, lag bolted to edge of the deck, one 2" x 4" horizontal top rail and one 2" x 6" placed on edge directly below the top rail. TXT|Deck railings, 42" high handrail TXT|Redwood, select heart, per running foot ECST|25.4100|Per Unit|B1|0.3330|LF|6.4600|8.4600|0.0000|14.9200|34.0000|B1|11.3220|LF|219.6400|287.6400|0.0000|507.2800| TXT| TXT|Deck stairs All stairs assume 12" tread (step) composed of two 2" x 6" lumber and riser. TXT|One or two steps high, box construction TXT| Prices are per LF of step. A 4' wide stair with 2 steps has 8 LF of step. Use 8 LF as the quantity. TXT|Deck stairs, one or two steps high. Redwood treads, with redwood risers ECST|25.4100|Per Unit|B1|0.3500|LF|7.0600|8.8900|0.0000|15.9500|3.0000|B1|1.0500|LF|21.1800|26.6700|0.0000|47.8500| TXT| TXT|Stain railing and stairs to match composite decking: TXT|Exterior painting, subcontract The estimates below are for hand work (brush and roller). Costs will be 15% to 30% lower when spray equipment can be used to good advantage. These costs include only minimum surface preparation. Add additional surface preparation, if required, from the figures above. TXT|Porch rail and balusters, per coat TXT|Gross stair area ECST|25.4100|Per Unit|B1|0.0000|SF|2.0000|0.0000|0.0000|2.0000|36.0000|B1|0.0000|SF|72.0000|0.0000|0.0000|72.0000| TXT|Porch rail and balusters TXT| TXT|Handrail only ECST|25.4100|Per Unit|B1|0.0000|LF|2.0000|0.0000|0.0000|2.0000|70.0000|B1|0.0000|LF|140.0000|0.0000|0.0000|140.0000| ELST| LINE| AUTO| ETMM|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|386.8500|555.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| ETTO|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| AUTO| SUBT|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|555.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| AUTO| OVHD|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|0.0000| CTIN|0.0000|Per Unit||0.0000|1|0.0000|0.0000|0.0000|0.0000|0.0000||0.0000|1|0.0000|0.0000|0.0000|0.0000| PROF|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|0.0000| AUTO| ETTL|0.0000|Per Unit|B1|6.9550|LF|204.0400|182.8100|0.0000|0.0000|0.0000|B1|71.6560|LF|3370.4300|1867.1900|0.0000|5237.6200| AUTO| TAXM|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXL|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXE|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXS|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| TAXC|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|0.0000| AUTO| EGT|0.0000|Per Unit||0.0000||0.0000|0.0000|0.0000|0.0000|0.0000||0.0000||0.0000|0.0000|0.0000|5237.6200|