C O M F E D E R A L P R O G R A M S C O R P O R A T I O NJanuary 8,

Mr. Cesar LeeU.S. Environmental Protection Agency841 Chestnut StreetPhiladelphia, PA 19107

PROJECT: EPA CONTRACT NO.: 68-W9-0004

DOCUMENT NO.: TES7-C03042-EP-CBVZ

SUBJECT: Work Assignment C03042Sal ford QuarryPreliminary Cost Estimate forConstruction of Access Road

Dear Mr. Lee:

The purpose of this letter is to present a preliminary estimate ofthe costs associated with the construction of a temporary road toprovide access to the proposed locations of monitoring wells 6, 7,and 8. The data utilized to prepare this estimate was obtainedfrom Building Construction Cost Data 1989.

The anticipated location of the access road is depicted in theattached figure. It has been estimated that the required lengthof the road would be 310 feet. Prior to the installation of theaccess road, a path approximately 20 feet wide would be cleared ofvegetation; it is estimated that a. total area of approximately0.157 acres would be cleared. Based upon our reconnaissance ofDecember 14, 1990, it is not anticipated that any trees would haveto be removed during the clearing activities. The access roadwould consist of an eight inch thick gravel road bed approximately15 feet wide. The total cost of construction of the temporaryaccess road is estimated to be $2,566.50.

It should be noted that based upon observations made by CDM FEDERALPROGRAMS CORPORATION (FPC) personnel, it is likely that much, ifnot all, of the area where the temporary access road is to belocated meets the federal. criteria of a wetlands. The installationof the access road may require state and/or federal permits. Itshould also be noted that the utilization of any heavy equipment,such as a drill rig, may impact the wetlands -and may require theacquisition of a federal permit. It is therefore recommended. thatdecisions regarding the installation of wells 6, 7, and 8 at thecurrently proposed locations be postponed pending ththe wetlands delineation for this area.

992 Old Eagle School Road. Suite 919 Wayne. PA 19087 (215)293-0450. (215) 293-1920 Facsimile

COM FEDERAL PROGRAMS CORPORATION

Mr. LeePage 2

If you have any questions pertaining to this submittal, pleasecontact me at (215) 293-0450.

Sincerely,

COM FEDERAL PROGRAMS CORPORATION

Bruce R. PlutaWork Assignment Manager

Attachment

cc: Elaine Spiewak, EPA Project Officer, CERCLA Region IIIConstance V. Braun, FPC Program ManagerMark diFeliciantonio, FPC Regional Manager

AR302227

COM FEDERAL PROGRAMS CORPORATIONFIGURE NO

PROPOSED ROADWAY MAPSALFORD QUARRY

LOWER SALFORD TOWNSHIP, PENNSYLVANIA________flR fl??28

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AR302223

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AR302230./

BUILDINGCONSTRUCTIONCOST DATA198947th Annual Edition

AMeans

IJI. 'is,

'vV- * ""' Ufc

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usUNIT PRICE kAGESImportantTrices in this section arc listed in twoways: as bare costs and as costsincluding overhead and profit of theinstalling contractor. In most cases, ifthe work is to be subcontracted, it isbest for a general contractor to add anadditional 10% to the figures foundin the column titled "TOTALINCL. O&P".

UnitThe unit of measure listed herereflects the material being usedin the line item. For example:forniwork is priced in square feetof contact area (SFCA).

ProductivityThe daily output representstypical total daily amount ofwork that the designated crewitem will produce. Man-hours area unit of measure for the laborinvolved in performing a task.To derive the total man-hoursfor a task, multiply the quantityof the item involved times theman-hour figure shown.

Line Number DeterminationEach line item is identified by aunique ten-digit number.

1 MASTERFORMAT

031 158 01 50SuhJiviiion

MASTERFORMATMediutnscope0311000311580150

MajorClassification •

031153,0150,Individualline Number

—

(u) Circle Reference NumberThese reference numbers refer to charts,tables estimating data, cost derivationsand other information which mav beuseful to the user of this hook. 1 hisinformation is located in the ReferenceSection of this book.

Crew C-ltal

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Bare Costs are developed as follows for line no. 0 31-158-0150Mat is Bare Material Cost (S0.29)Labor for Crew Cl = Man-hour Cost ($20.26) • Man hour Units (.0(6} - $1.34Equip, for Crew Cl - Equip. Hour Cost ($0.70) - Man hour Units (.066) = $0.05Total = Mat Cost ($0.29) « Labor Cost ($1.34) >• Equip. Cost ($0.05) = $1.68 persquare foot of contact area.(Note: Where crew is indicated. Equipment and Labor costs are derived from theCrew Tables. See example above.)

Total Costs Including O&P are developed as follows:Mat is Bare Material Cost + K)'1,. = $0.2? + $0.01 = $0.32Labor for Crew Cl = Man-hour Cost ($30.53) < Man-hour Units (.066) = $2.02Equip, for Crew Cl * Equip. Hour Cost ($0.77) * Man hour Units (.066) = $0.05Total = Mat Cost ($0.32) + Labor Cost ($2.02) + Equip. Cost ($0.05) = $2.39(Note: Where a crew is indicated. Equipment and Labor costs are derived from theCrew Tables. See example above. "Total incl. O&P" costs are rounded.)

"

descriptionFhts line item describes continuousoncrcte foot ing forms installed by aM crew at the rate of 485 SFCA peray, or .066 man-hours per SFCA,ascd on four uses.

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AR30223

1-1020 800 | Asbestos Removal CREW

DAILYOUTPUT

MAN-HOURS UNIT MAT.

8ARE COST!LABOR EQUIP. TOTAL

804 8300 11'x17* El. .15 .15

O21 | Site Preparation

104

108

154

204

404

021 100 | Site Clearing001001500200025003000350040005000010010003000400

CLEAR AND CRUB Light, trees to 6* diam. cut & chipGrub stumps and remove

Medium, trees to 12* diam.. cut & chipGrub stumps and remove

Heavy, trees to 24' diam.. cut & chipGrub stumps and remove

If burning is allowed, reduce cut & chip

CLEARING Brush with brush sawBy hand

With donr. ball and chain, light clearingMedium clearing

021 150 [Selective Clearing00101000105011001150200020502100215022002300

SELECTIVE CLEARINGStump removal on she by hydraulic backhoe. 1-!4 C.Y.

8* to 12' diameter14' to 24* diameter26* to 36* diameter

Rf>nmvo snkKtivo tees, on silo using chain saws and chipper.not bid. stuniis. up to 6* durnciur

8* to 12* dianRter14* to 24* diameter26* to 36 'diameter

Machine bad. 2 mile haul to dump. 12* Oiam. tree, add

021 200 | Structure Moving00100020004000600200022002400300

MOVING BUILDINGS One day move, up to 24* wideReset on new foundation, patch & hook-up, average move

Wood or steel frame bkxj.. based on ground floor amMasonry btdg.. based on ground floor area

For 24' to 42' wide, addFor each additional day on road, addConstruct new basement, move building. 1 day

move, patch & hook-up, based on ground floor area

021 400 | Dewatering001001000200moo0500055005000550X

DEWATERING Excavate drainage trench. 2' wide. 2' deep2' wkto. 3' deep, with bncKhoe loader

Excavate tuiip pits by hand. Ighl solHeavy soi

Pumping 8 hr.. attended 2 hrs. per day. Including 20 L.F.of suction hose & 100 L.F. discharge hose

2* diaphragm pump used for 8 hours4* diaphragm pump used for 8 hours

CREWB-7B-30B-7830B-7B-30

A-1m

B-11A*

B-30

'87

B-4

B-4

8-3

B-11C

1Ctob

B-10HB-101

DAILYOUIPUI

12.701.30.50

.25

.122

1.50

332516

1812108

185137

1

155

901357.10350

44

MAN-HOURS4812

68.5702416048

3266.6708

10.670

.727

.9501.500

20/04

4.8006

.259

.350

43

.310

.178

.1191.1302.290

33

UNITA(

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TotalS.

Da

F.

y

S.F.

c.y.

-Day

BARE COSISMAf.

5

LABOR865225

1.225455

2.875910

5401.125155205

13.8018.2028

407286110

4.496.05

630

5.65

3.422.281939

———— r^O1 60

EQUIP.850655

1.2251.3252.8502.625

205430365485

40S382

7185105

1.992.68

370

8.30

1.931.29

\??('~5.65

16.55

IOIAL1.715880

2.4501.7805.7253.535

7451.555520690

53.8071.20110

9514317121540

6.488.73

1.200

18.95

5.353.571939

365.6576.55

IQtUIHCt 012.2251.0503.2'JO2.1257.4504.25040,

1.0:32.1756338-tS

6485135

12518522528033

7.5008.9!

12.0515%

1.650

23

7.254822358

96110

CREWSSmrKo.

CrewA-1lBuik)m|laborv1 Gas En|. Power Tool8 MH. Daily Totals

Crt«A-lA1 laborer1 Power Equipment8 MH,Da4y Totals

Cre»A-l2 Bmldm| laboiersUruck Driver (litritt1 liRht Truck, 15 Ion24 MH. Only Totals

CrewA-31 Truck Drntr (heavy)1 Dump Truck. 12 ton8 MH. Daily Totals

CrewA-42 Carpenters1 Painter. Ordinary24 M H. Dady Totals

CrtwA-S2 BuikJmg Laborers

25 light Truck. 1.5 ton18 M.H.Darfy Totals

CrewA-f

1 Instrument Man16 MH. Dairy Totals

CrwA-71 CM 01 Party1 Instrument Man1 RodmanAItainman24MH,OadyTotah

Crw/W1CW 01 PartyI Instrument Man2 RorJmen/Diammai32 MM. Dady Totals

CrtwB-11 Labor Foreman (outside}2 BuMmi laborers24 MH. Daily totals

CrewJ-2lUtwforema«(cutsdeJ4 Btridmi Laborers40 MM, Duty Totals

Bar*Co*t»

Hr. Daily$1685 $13480

5140$18620

Hr. Daily$1685 $13480

6940$20420

Hr. Daily$1685 $269601745 13960

10920$51840

Hr. Daily$17.60 $14080

26920$41000

Hr. Dairy$21.40 $342402010 16030

$50320•

Hr. Dairy$1685 $269601745 3490

2730$33180

Hr. Dairy$70 GO JIMHU1845 14/60

$31740

Hr. Daily$2060 $1642018.45 147601660 13280

$44570

Hr. Daily$20.60 $1648018.45 ,1476016.60 26560

$57800

Hr. Daily$1885 $150801685 26960

$42040

Hr. Daily$1885 $150801685 53920

$69000

(net.SubsOftP

Hr. Daily$2540 $20320

5655$25975

Hr. Daily$2540 $20320

7635$27955

Hr. Daily$2540 $406402590 70/70

17010$/31/0

Hr. Daily$26.15 $20920

29610$50530

Hr. Dairy$3225 $516002955 23640

$75240

Hr. Daily$2540 $406402590 5180

3005$48825

Hr. Dairy$.wm $744 HO2/40 71970

$46400

Hr. Daily$3060 $244802740 219202530 207.40

$66*40

Hr. Dairy$3060 $2448027.40 219202530 40480

$36880

Hr. Daily$2840 $227202540 40640

$63360

Hr. Daily$7140 $777702540 81280

$104000

CostPw Man-hour

Bart Ind.Costs OSP$1685 $2540647 706

$2327 $3246Bart Incl.Costs OSP$1685 $2540867 954

$2552 $3494Bart Incl.Costs OSP$1/05 $7556

455 MM$7160 $MWBart Incl.Costs OSP$1760 $26153365 3701$51 25 SCO 16Bart IncLCosts OSP$2096 $3135

$2096 $3135Bart Incl.Costs OSP$1691 $2545

ISI 166$1842 $2711Bart Ind.Costs OSP$1957 $7900

$1952 $7900Bart Ind.Costs OSP$1855 $2776

$1855 $277$Bart Ind.Costs OSP$1806 $2715

$1806 $2715Bart Ind.Costs OSP$1751 $7640

$1/51 $2640Bart IncLCosts OSP$1/75 $7600

$1725 $2609

CrvwHo.

CrcwB-31 labor foreman (outside)

1 Es P Or»» (*rflj2 Tru'i" 0* .e'S f'"?.?!f E lw!ci. 1 M 7 S C f2 Duff'D truck*. 16 Icn48 MH P»',ToU'j

Crt»B41 Ltber Foreman (outside)4 Bu '? -8 laborers1 Iru?" r>-."i P'r.i)1 In-M.4i7. I95HP1 Pta*:"*i lM<*'1?48 If H D*l» IC'ls

Crew 851 Ubcr fcter-an totd-l4Bt';'jl>rx-«--2 Est S 9u*r |r*l |1 ffX*»r<l*»Co«Cr.250CFMAir Toe's i Accew-w250fl*rH««. 15 OiaFE lC3itr.lM.25C»64.VH DaVTcIj's

Crew 842 BirtJri laborers1 Equ p Ope* f c11*)1 Ba:»k« lo«»t. 48 HP24r,M< 0»l» It-1''-.

Cre.171 labor loreman K>ul-»lr|48u'i-|lalw«rslEqu* Opei |ir«l|1 Oiwi MaernntFE.Loata.lM.2SCr.

4SMH. Daily Iota's

Crew 1-9Jlabc-w1 EQK p Oper D'f 11 RaVt »/ Tractor2 P'l-K Sa»s246rH.OalyTc!rt

Crew ItUayfcrwnjr.r'Df-l-)2 BB ;-| laborfi2 Eqv9 Oov \r*A 1Hiujr Orrr 0-''-»7 fiutt (>••«•. t- •.«)1 H,d Cw?. 75 MFE Ua?« IM.25C»2 DtT ''a*''. 15 TonSU'W C'V U-"

Bar* Costs

Hr. Daily$1885 $150801685 269607145 173701/60 28160

61 3 "06/400

$716220

Hr. Daily$1885 $150801685 539701760 Mi) SO

74/70I7U-10

$IPX10

Hr. Daily$1885 $150301685 539202165 346 JO2310 18480

80807680920

61300$195100

Hr. Daily$1685 $269602060 16480

17400$411140

Hr. Daily118 US $150801685 539202165 1/370

16300613007560

$171480

Hr. Daily$1685 $2696020.60 16480

172003600

$64240

Hr. Daily$1X85 ll'jOfa1685 269 GO2165 34640K4S 14/60I/GO TRIM

40)8061309674 GO

$2943 «J

InctSub«O*P

Hr. Dairy$7840 $227207540 406403715 257202615 41840

6743074140

$2/2490

Hr. Dairy$2840 $227202540 812807615 70970

7/190I374!>

$1653 Vi

Hr. Daily$2840 $22/202540 8128032 IS 514403430 27440

8890295010 1067430

$263160

Hr. Dairy$2540 $406403060 24480

19140$84760

Hr. Dairy$7840 $77/71)2540 812803715 25720

17930674.308315

$223395

Hr. Daily$2540 $406403060 24430

189203960

$880.00

Hr. Daily$7840 $77/702540 406403215 514402740 21970TfilS 41*40

5V> 906/430•7li*Lfl'RTWI

CostPer Man-hourBart Vllncf.5Costs OSPJfj$1873 $2727

2681 2949$4504 $56/6Bart IncLCosts OSP$1730 $2602

/6S 847$7495 $1444Bart Ind.Costs OSP$1908 $2857

1140 1254$3048 $41 MBart Ind.Costs OSP$1810 $2713

725 797$7535 $1510Bart Intl.Costs OSP$1/9S $7/07

1774 19.SI$3572 $4653Bart Ind.Costs OSP$1810 $27.13

868 953$2676 $36.66Bart Ind.Costs OSP$1801 $7/90

7/30 3004[t&xigEn

1

I

V X

\^ j""

wvi

'J

CREWSCraw No.

Crew lift1 Equip Oper. ferine)1 Equip. Oper. Oiler1 Crawler Crane, 75 TonIDratfne Bucket. 3 CY.ISMH.tbrfy fcrtils

Cm ID1 Ubor f orenun (outside)4 Building Laborers1 Equip Oper. (crane)1 Equip. Oper. OilerIHyd. Crane. 25 Ion56 MH. Daily Totals

Crew 1141 labor foreman (outwit)4 Building laborers1 Equip. Oper. Bight)IBiclihoe loader. 48 Hf.48 MH. Dairy Totals

CrewB-151 Equipment Oper. (med).5 Building laborer2 Truck Drivers (heavy)2 Dump Trucks. 16 Ton1 Over. 200 HJ>.28 MH. Dairy Totals

toe* t 16I labor Foreman (outside)2 Budding laborers1 Truck Drive! (liravy)1 Dump truck. 16 Ion32 MH, Dairy Totals

Crtwt-172 Butting laborers1 Equip. Oper. flight)1 Truck Driver (heavy)IBackhoe loader. 48 Uf.1 Dump Track. 12 Ton32 MK Daily Totals

Crew BIS' 1 Labor Foreman (outside)2 Building laborers1 Vibrating Compactor24 MR. Dairy Totals

Bin Costs

Hr. Daily$2240 SI/92018.45 147.60

808 Op6920

$170400

Hr Daily11885 JI508016 85 539202240 179201845 14760

46080$147760

Hr. DailyS188S $150801685 539202060 16480

17400$102880

Hr. Daily$2165 $173.201685 67.4017.60 28160

6740073100

$197/70

Hr. Daily$1885 $150801685 269601760 14080

33/00$89820

Hr. Dairy$1685 $2696020.60 1648017.60 14040

174.0026910

$1018.40

Hr. Daily$1885 $15080I6.BS 26960

35.60$45600

Inef.SubsOftP

Kr. Dairy$3325 $2660027.40 21920

888807610

JHSOIO

Hr. Daily$7840 $72/202540 812803325 266002740 71920

50690$703710

Hr. Dairy$2840 $727202540 812803060 24480

191.40$147620

Kr. Daily$3215 $257202540 1016026.15 41840

74I4Q80410

$7327/0

Hr Daily$7840 $227202540 406407615 70970

3/070$1213 50

Kr. Daily$25.40 $406.4030.60 244.8026.15 20910

191.40296.10

$1347.90

Kr. Dairy$2840 $2271025.40 40640

3915$67275

CostP«r Man-hour

Birt hid.Costs OSF$2047 $3032

5487 6030$/574 $•»«?tiff IndCosts 01P$1815 $7/23

872 905$2«3/ ixnBart Incl.Costs OIP$1780 $2676

362 393$2142 $3074Ban Incl.Costs OiF$1865 $2775

5017 5519$S8?7 18794Ban Incl.Costs OIF$1753 $2633

10.53 1158$2806 $3/91Bare IndCosts OIF$17.97 $2688

13.85 1573$3182 $4211Bart Incl.Costs OiF$17.51 $2640

148 1(3$1899 $2803

#'•-•'- A *'-Cr«w No. •

Crew 8 191 Tile Ui'vn foirt'un4 tft Dfiveis2 EW'p Or* (crane)1 f 'JU-P IV fVrr

1 Ct.v* 40 IMI A her.'.60 II |c*fv 1'iKII llr.IKiniinl I'.KII llr.

1 *•! Cumin rm 1 1 M

7 SOU *»»*.'•-.. 3'0ia6JMH.D.!Vlo'i'->

Cinr 8 201 Ubc> fc'»min (oul)1 SM«| «<4»nIOuiUiR«litxxer24MH.Oal»lo!jls

Crew 8211 leb?f f c'tman (cut)1 $> >d *C'»«r1 Bui'i-rj Ijh'f i5 f ou'p Opei (crane)SSPCw-Ston28 MH.Dj'fy teals

Crew 8 221 labor ffftrtn (CD!)1 S>-""l *!<*M

1 flu-Mr? tJlMif

75 Ecu p Oiwr M»iw|7SSPC»rr.5TonSOMH.DilyT^K

Crew 8731 labor tatnun (out.*)4 Bui'cftnj itboins1 Drill R-jI If *it Truck. 3 Ton40 MH. Daily Tofaij

Crew 1-241 Cem»f!l f inuher1 bVttrg Laborer1 Czrptrter24 MH.Da-'y ToWs

Crew 8 2J1 Labor Igierran7laborrs3Equ-p Op-r (irrtj1 XsphaitFr.tr. 130 HPITardsmReV. 10 Ton1 fc"rt. Pw-urr.' Bl!»lF»W|I (!.', li,i~

Bar* CosU

Hr. Dairy$7350 $183002150 6880072JO 358401845 14/60

WOO4R(in7J'.rxi7MCOI960

$753780

Hi. DairyJ|S«i $15080?i9o inn16 «S 13480

$46080

Hr. Daily$1885 $150807190 175201685 134802240 8960

8470$635 10

Hr. Daily$1885 $150807190 175701685 131 W2740 13440

17705$72275

Kr. Daily$1885 $150801685 53920

36480III 60

$116640

Hr. Daily$2080 $166401685 134(02140 17110

$47240

Kr. Daily$1885 $150801685 943602165 51960-

9810317160

_70F.»)iwi*i

Incl.Sub«0*P

Kr. Duly$3845 $30/CO3515 1124803325 532002740 21970

fib') HIS7W1

7VI l'i7/6 /'j2155

$JM945

Hr. Daily$7840 $7777031 ff> 7M402i40 70170

$69480

Hr. Daily$7840 $227203305 264402540 203203315 13300

9315$92095

Kr. Daily$7840 $777203105 7M407540 701703375 19950

139/5$103405

Hr. DailyS7840 $72/7025.40 81280

40130122 75

$156405

Kr. Daily$3010 $240802540 203203215 25800

$70200

Hr. Daily$28.40 $22720.2540 1477403715 77160

10/91018875jmm$ niR r,

CostPerMari'hour•' ~> '"IfBawi . Ind.Costs OSF$2159 $3411

1/98 1977$3957 $5388Bart Ind.Costs OSF$1970 $7895

$1920 $7895Bart Incl.Costs OSF$1965 $2956

302 332$7267 $3288(are Incl.Costs OSP$1984 $7981

423 465$7407 $3446tat Incl.Costs OSF$1725 $2600

1151 13.10$29.16 $3910Ban Ind.Costs OSF$196$ $2925

$1968 $2925Bart Ind.Costs OSP$1834 $2751

1547 __ 1701trial $44 v

AR302235

1256

psT

J02

9 01 a* I CanstrMptteFFapilitles ente» 304

I

480

552

502

804

904

015 300 | Barriers And Enclosures00100100020002500350040005000550

FENCING Chain Imk. 5' high6' hir|h

Riiiiiiid than it*. 6' h»jli: to 500'n-M torn* (up HI 12 im)

Pi/wood, panted. 2* x 4* frame. 4' hxjh4* x 4* frame. 8' hirjh

Wire mesh on 4' x 4* posts. 4' high8'hioh

015400 | Security00100100020003000500060008000900

WATCHMAN Service, monthly basis, uniformed man. minimumMaximum

Man and command dog (man dog), minimumMaximum

Sentry dog. leased, with job patrol (yard dog). 1 dog2 dogs

Purchase, trained sentry dog. minimumMaximum

015 500 | Access Roads001000500100000100220023002400500

ROADS AND SIDEWALKS TemporaryRoads, gravel hi. no surfacing. 4* gravel depth

8' gravel depthRamp. K* plywood on 2* x 6* jnisls. 16' 0 C.

On 2' x 10' joists. 16' 0 C.Sidewalks. 2* x 12* planks. 2 uses

Exterior plywood. 2 uses. '/>' thickV thirk}<• thick

015 600 (Temporary Controls001000500100015002000300040005000600070007100740

TARPAULINS Cotton duck. 10 or to 13.13 at per S.Y.. minimumMaximum

Pdyvinyl coated nylon, 14 02. to 18 01, minimumMaximum

Reinforced polyeflylent 3 mas thick, whin4 mils thick, whit*, dear or black5.5 mas thick, dear

Whit*, fire retardant7.5 mils, oil resistant, fin retardant85 mas. bladeWoven polycthyten*. 6 nils thick

Mylar pulycdcr. non-rwnlorn:t1. 7 nris llw.k

015 800 | Project Signs0010 SIGHS Hi-ip'ensity retlectorind. no posts, buy

015 900 | Field Offices And Sheds0010n?so0300mso040004500500raw

OFFICE Trailer, furnished, no hookups. 20' x 8'. buyRent par month

32* x 8'. buyRent per month

SO' x 10'. buy

50' x 12'. buy

4 TemporlFy Controls 1CREW2Clab

A-4

2 Carp

a-142 Carp

1 Carp

-1-

2 Skv.i

2Skwfc

2Skwk

2Skwk

DAILYOUTPUT1007510011013511010080

7156153002753507506506CO

1

.70

.60

.50

MAN*HOUflS.160.213.160145.178.218.160.200

.067

.078

.053

.058

.023

.011

.C12

.013

16

22 £60

26.670

32

UNITL.F.

Hr.

Week

Ea.

S.Y.

SF.

S.F.

S.F.

Ei .

BABE COSTSMAT.4.605851891583.556.053.95595

.962.101.151.40.31.21.27.31

.26

.45

.35

.45

.05

.05

.07

.12

.13

.16

.28

.86

9

3.800130

5.650180

0.6003451.700370

LABOR2.703592.702.453.734.573.424.28

1.201.391.14125.49.23.26.29

•

350

500

Art

700

EQUIP.

.24

.28

nrz;

TOTAL7.30

-"&7.2810.627.3710.23

2.403.772.292.65.30.44

.60'

.26

.45

.35

.45

.05

.06

.07

.12

.13

.16

.28

.86

9

4.150130

6.150

U™34S

2.400370

TOTALINCUS

9.1•u

9.513.59.513

6'r.12-9.213.8165230870

1.650

3 IS4.7129S3.411.0J.57

.29

.50

.39

.50

.06• .07

.08

.13

.14

.18

.31

.95

9.90

4.700145

6.975

38013.900405

,O22 | Earthwork

204

J

212

222

<

230

234

s

022 200 | Excav, Backfill, Compact130014001600170019002000220023000010002001000200030003200340036004000500030007000300090000100100030004000500052005400560J=2i-'06000700001008001600

0010010003000500130014001900200022002300250026002800290031003300350037001900

X>

r °1430034

Ooar backfUng. bulk, up to 300' haul, no compactor)Air tamped

Compacting backfi. 6* to 12* His. vibrating rollerSheepsfoot roller

Dozer backfilling, trench, up to 300' haul, no compactionAir tamped

Compacting backfi!. 6* to 12' ifts. vibrating roUerSheepsfoot roller

BORROW Buy and toad at pit. haul 2 miles round tripand spread, with 200 H.P. dozer, no compaction

Bank run gravel (\k\Common borrow V^XCrushed stone. 1-!4*

%'Sand, washed, concrete

Dead or bank sandSelect structural fillScreened teamTopsoff, weed free

For 5 mile haul, addCOMPACTION Steel wheel tandem roller. 5 tons /Oi

10 tons VIS/Sheepsfoot or wobbly wheel roller. 8* ills, common fin

Select fillTerra Probe, deep sand, vibrating 30.000 C.Y.. minimum

MaximumMobflization and demobilization, minimum

MaximumVibratory plate. 8* lifts, common (ill

Select fitDRILLING ONLY 2* hole lor rock boRs. average

2-14' hole tor ore-splitting, averageQuarry operations. 2-'/4* to 3-54* diameter

ORILUNQ AND BLASIING Only. rock, open lace, under 1500 C.Y.Over 1500 C.Y.

Bulk driding and blasting, can vary greatly, averagePits, average

Deep hole method, up to 1500 C.Y.Over 1500 C.Y.

Restricted areas, up to 1500 C.Y.Over 1500 C.Y.

Trenches, up to 1500 C.Y.Over 1500 C.Y.

Pier holes, up to 1500 C.Y.Over 1500 C.Y.

Boulders under % cy. loaded on Vuck. no haulingDrilled, blasted and loaded on truck, no hauling

Jackrammer operators with foreman compressor, air toolsTrack drffl. compressor, operator and foremanBlasting capsExplosivesBlasting mats. rent, for first day

Per added dayPreUast survey tor £ room house, individual tot. minimum

CREW8-1088-11BB-10CB-1008-10B8-116B-10CB-100

B-15

8-348B-10EB-10FB-10G

8-43

6-8

A-1

B-47

B-47

B-7

B-100B-478-9B-47

A-6

DAILYOUTPUT1.2002408007509CO235700650

6CO6006006006006006006C96006006002CO88

1.3001.5001.8001.100.63.432CO216395540715

225300

50651320'22262231803011

2.431.35

MAN-HOURS.010.057.015.016.013.058.017.018

.047

.047

.047

.047

.047

.047

.047

.047

.047

.047

.0401.5001.500.009.008.C27.044102133.WO.037.001.044.034

.107

.060

.4£0

.3541.8501.2001.090.9231.090.774.150

4024

6.67011.850

UNITCY.

C V.

Hr.

C Y.

Total

C.Y.

l.F.

'C.Y.

Day

EaIn.E

.

1.

BARE COSTSMAT.

3673.1514142514.7015.2012.953.156.80146511.10

1.251.25

1.251.251.251.251.251.251.251.25

1.25

1.C81.25

3922

LABOR.201.28.30

. .32.271.31.34.37

.87

.87

.87

.87

.87

.87

.87

.67

.87

.87

.87

.703030.19.16.49.60

1.9002.500

.67

.621.14.83.63

21.50

96.8035232017-.302014.553.0115690450

130230

EQUIP..6401.0?1.12.84091.161.29

2.342342342342.342.342.342.342.342.342.341.6913.5521.34.30.37.61

2.7753.650

.26

.241.19.87.66

2.091.57

9.407.1036242118.102115.154.9315.65115v

— Arl

TOTAL.815.291.321.441.035.401.501.66

6.886.3617.2117.4S17.9118.4116.166.3510.0117.8614.312.3943.5551.53.45.661.41

4.6756.150

.93

.802.031.701.29

5.344.32

19.6515.157 2548.2542.2536.6542.2530.9b7.9431.908059201.68

Rtffln«ju22130230

TOWmciotf

36301.51.71.S641.791.9

7.97.35192519.55202118.107.3511.352916.102.906068.85.571.15183

5.8757.725

1.3C1.203.022.211.67

6705.353.50182519.459361564756409.9041

1.1751.203

1.85

24195345

a

I

1tI\

i

It

22

t*it

fi

fa

r

ai

i

• '

242

3341fa

•* .." •

021 Mite Preparatiar(24

5M

021 620 | Cribbing And Walers0700090010001100130014001600170019002000220023002350237024CO2450250025502700275035003600

23' to 35' deep with 3 lines of braces. 12 H. minimumMaximum

36' to 45' deep will) 4 linos ol hraccs. 14* H. minimumM.uirnriril

No liydroilulic Iwud. kit in plict. 15' dp.. 1 lino of brjc.cs. nun.Maximum

15' to 22* deep wild 2 lines ol braces, minimumMaximum

23' to 35' deep with 3 lines ol braces, minimumMaximum

36' to 45' deep with 4 lines of braces, minimumMaximum

Lagging only. 3" thick wood between piles 8' O.C.. minimumMaximum

Open sheeting no bracing, lor trenches to 10' deep. min.Maximum

Tie-back method, add to open sheeting, add. minimumMaximum

Tie-backs only, based on tie-backs total length, minimumMaximum

Tie backs only, typical average. 25' long35'bmi

021 680 | Slurry Wall00100020005001000200030005000500OBOO0900

SlURRV TRENCH Excavated slurry trench in wet soilsbackfilled wiih 3000 pa concrete, no reinforcing steel

MinimumMaximum

Alternate pricing method, minimumMaximum

Reinforced slurry trench, minimumMaximum

Haul for disposal, 2 mile haul, excavated material, addHaul bentonite caslinm) for disposal, add

CREW8-

3-

50

16

B-<!6

C-r

fl-48

3-343

DAILYOUTPUT3252952902056355754554154203803853504002501.7361.510

86.8038502

1,58

333200150120177699940

MAN-HOURS.345.380.336423.176.195.248.270.267.295.291.320.120.192.028.032

.5531.25024

30380

.192

.320

.427

.533

.316

.812

.081

.200

UNITSF.

L.F.

Ea.

C.F.

SF.

C.Y.

••••B

MAT.7.858709.2510207.5082011.4512.7013.4014.7515.7517.751.C91.63.40.46

7.9017.40340435

3.486307.5510405.7017.85

BARE COSTSIABOH

7.157858

- 8753654.035.105.605.506.1066602.343.75.54.62

10.8024470595

3.505807.759.705.9015.151.42352

EQUIP.3.664.034104.491.872.072.612.862.833.133.093.40.09.15.02.03

.44

.9818.9024

2.203674.896.1047712.253.408.45

TOTAL18.6620.5821.3523.4413.0214.3019.1621.1621.7323.9824.3427.753.525.53.961.11

20%60%19.1442.38828.90

1.054

9.1815.7720.1926.2016.3745.2548211.97

mmmmTOTALINttflJP

2426273016.1017.6524232729303457.851.321.52

20%60%2659

1.1251.450

11.5019.65253320565.8514.50

684

^ **

1 022 | E^rthwPrK .:'„ ,-,vr- • : ' . . .IM

204

022 100 (Grading00100020

GRAOIIJO Siti excav. & fi. set div 022-200Tin* grading, see dfv 025-122

022 200 | Excav, Backfill, Compact00100100)03000400050005000800mm1000iico. _________

BACKFILL By hand, no compaction. Ight soilHeavy sol

Compaction h 6* layers, hand tamp, add to above (ia\Roller compaction operator waling, add ~sAir tamp, addVibrating ph»- add

- .Compaction h 12* layer*, hand tamp, add to aboveRoller compaction operator walking, addAir tamp, add

CREW

1 Clab

3-10A89A-1tGab3-10A9-9A-1

OAiiyOUTPUT

141120601001906034ISO28590

MAN-HOURS

.571

.727

.368

.120

.211

.133

.235

.080

.140

.069

UflfT

C.y.

IKK COSTSMAT. LABOfl

9.6512.256.552.413.632.253.981.602.421.50

EQUIP.

67

*«B.45.41.57

TOTAL

,

9.651i2S6.553.08

0?i?3.962.05183tor

TOTALimOIP

14.5018.459.854.33

3G3.952.88410289

104

204

^

for expanded coverage of ihesa items sea Means Site War* Cost Oat* 1939 -»

1