HomeMy WebLinkAboutCost Estimate Sent By: LONGARO #AND #CLARKE; 5123060338; Jan -29 -01 10:36AM; Page 2/4
Longaro & Clarke, Inc.
zi Consulting Engineers
Land Development
Stornawarer Quality Management Water Resources
O OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station _
DES Offsite Street improvements
QUANTITIES BASED ON Preliminary Layout
Estimated By: SDM
29Jan -01
STREET IMPROVEMENTS = 36' Back of Curb to Edge of Pvmt (Offsite)
Unit
Item Descripitlon Quanity Unit Price Amount
1 Prep, ROW, incl. demo • 2.73 AC $4,775.00 $13,035.75
2 S'ubgrade Prep • 7,820 SY 54,40 $34.408.00
3 7" Flex Base 7,820 SY $6.07 $47,467.40
4 1 1/2" HMAC 6,800 SY $4.25 $28,900.00
5 6" C &G 1,700 LF $7.00 $11,900.00
6 24" RCP Storm Sewer: 778 LF $40.00 $31,120.00
7 36" RCP Storm Sewer 279 LF $66.00 $15,624,00
8 10' Curb Inlet 2 EA $2,400.00 $4.800.00
9 Traffic Control StripinglSignagE 1 LS $25,000.00 $25,000.00
10 6' Sidewalks 10,200 SF $3.00 $30,600.00
Total Street Improvements 5242,855.15
1O% Contingency 5267,140.67
Since ENGINEER his no mad over the s=et d fetch, materiels. sq,Jpewd,,undo* furnletteG try =hers, ref the Contractortsl rretltode ar delemi sne Ogee, uwr CrsTOetttr.e bidding, or ,Marko(
conditions, ENGINEER opinion of probable Taal Project cab and C=teh zaan cost (U.S. 1) prowled for hank) are to bt made on the beets of ENGINEER'S ea,eerlenae and OuellGettena and
represents ENGINEER'S judoua• as an •sperlenesd and Qualified Prora$QoetaIEngineer, larceny With the conatrUCtIon Industry, but ENGINEER cannot and doss net puarnnte• , her proposals,
Olds or actual Total Project Catewetlen Coss wll not vary tram opinions of, preeable cost prepared.
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1101 (Ignited of Texas Highway South, • Building C, Suite 100 • Austin, 7X 78746 • Tel: 512 306 -0228 • Fax :512 306-0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Jan -29 -01 10:37AM; Page 3/4
C L.ongaro & Clarke ,Inc.: :
L Consulting Engineers
Land Development Stormwaler Quality Management Water Reso
,'OPINION OF PROBABLE COST
' PROJECT NAME Fairfield Residential = Luther Street, College Station
• DESCRIPITION ' Onsite Street Imprgviements. for 'Oversize Participation
QUANTITIES BASED ON Preliminary LaVOUt ,.
Estlmated�By: SDM
29.Jan -01 .. .
PROP. STREE=T IMPROVEMENTS - 3 Back of Curb to Edge of Pvmt
. ' (Street imptovrrieiite Proposed' to Match Melrose Improvements)
Unit
item Descripitlon '. Quanity. Unit Price Amount
1 Prep. ROW, inc1, dent • ., 1.69 AC 54,775.00 58,069.76
2 Subgrade Prep 4,830. SY $4.40 521,252.00
3 7" Flex Base . 4,830 SY 56:07 . $29,318.10
4 1 1/2" HMAC 4,200 SY $4.25 , $17,850.00
5 6" C &G 1,000 LF 57.00 $7,000.00
6 36" RCP Storm Sewer:: 463 LF 556.00 525,368.00
7 10' Curb Inlet 1 EA $2.400..00 52,400.00
8 . Traffic Control StriplilpiSlgnagt 1 . LS $10,000.00 $10,000.00
9 . 6' Sidewalks 5,400 . SF $2.60 514,040:00 •
Total Street Improvements $135,297.85
10% Contingency 5148,827.64
• REQD. STREE'T=IM.PROVEMENTS -,27' wide Residential Street
,(Street ImprovisientsNecessary to Serve Prop. Development)
Unit
Item . Descripition: Quanity Unit Price
1 Prep. ROW; incl. derrio 1.69 AO . 54,775.00 58,069.75
2 Subgrade Prep : 3,622. SY • 54.40 515,936.80
3 7" Flex Base . 3,622 SY $6.07 521,985.54
4 1 1/2" HMAC 3,150. SY 54.25 513,3$7.50
5 6" C&G 1,000 LF 57.00 57,000.00
6 18" RCP Storm Sewer 453 LF $36.00 516,308.00
7 10' Curb Inlet 1 EA 52,400.00 52,400.00
8 Traffic Control Stripingl8igna9E 1 LS 510,000.00 510,000.00
9 6' Sidewalks 5.400 SF 52.60 514,040.00
Total Street Improvements 5109,127.59
10% Contingency 5120:040.35
Requested City Oversize Participation . $28,787.29
Wes ENGINEER ram no coned e..r me cost d tabor. mambas: eindieto4 'NMsas tundi ed by tears. tenor tn. Comractor<aJ methods' of determining priers, war ccengetar+s kidding or mama
eradnorie. ENGINEER opinion d probable Total Pratsa costa and coiNSikepan oast (V.. E i preelded for rtramn am to b made on the basis of ENGINEER'S espsrlence and qualification. end
represents ENGINEERS Judgment as an sanslYnosdard weanedPriaResiaM a ngbter. familiar Mtn the cvrlrection industry. but ENGINEER canna and doss not guaramee that proposals.
bide or actual TciI PreJteetCenatrtdlan Costs * Ili net vary Gram apinlau tit perms Cost is•trad,
1101 Caviral of Texas HiRhway South',.. Building C, Suite 100 • Austin, TX 78746 • Tel: 512 306-0228 • Fax :512 306 -0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Jan -29 -01 10:37AM; Page 4/4
Longaro & Crlarke, Inc. J
Consulting Engineers
Land Development •Srurrnwarer Quality Management Water Resources
OPINION Of PROBABLE COST
PROJECT NAME . Fairfield Residential : - l utlir Street, College Station
DESCRIPITION 16" Waterline lmrowernents:Oversize Participation _
QUANTITIES BASED ON Preliminary Layout :
Estimated :;By:.SDM
29 -Jan -01
16" WaterLine improvements
Unit
Item DescriplUari:. Quanity. Unit Price Amount
1 16" DIP Waterline. . 882 LF $65.00 $57,330.00
2 16" Gate Valve 1 EA $6,000.00 $6,000.00
3 .5114" Fire. Hydrant; 1 EA $1,900.00 $1,900.00
4 Connect to Exist. WL. , 1 EA 5500.00 5500.00
5 Trench Safety 882 LF • 51.00 . 5882.00
Total Water tmprovernents • $66',612.00
10% Contingency 573,273.20
10" & 8" Wat Llr!s Improvements (Internal)
Unit
Item Deacrlpition Quanity . .Unit Price Amount
1 12" Waterline 882 LF 527.00 $23,814,00
2 12" Gats Valve 1 EA 52,500.00 52,500:00 •
3 Connect to Exist. WL'. , 1 EA 5500.00 3500.00
4 5 114" Fire Hydrant 1 . EA 51,900,00 51,900..00
5 Trench Safety 882 LF „ 51.00 $882,00
Total Water Improvements 529,596.00
10 % Contingency
532,555.60
Requested City Oversize Participation 540,717.60
81na ENGINEER Nos no caned war the oast d tab alela,sgtapergt.'anises fumIseed by cone, bier the C oI,actortq "etlds of dea rm*Nnq prima, a•er so ryatlths bidding or merited
eadela s. ENGINEER ea dtdon at pmbabls TaW Propos costs and ctesda4aite iiM N.& i }. ptvelded for Melo pre to be made m the heal d ENGINEERS eapwiara and qualmcadw esd
represents ENQINEER'dl rudgmrm as an experienced and qualified Pudenda al En j[rser; Reiner rah the senalruetlon Industry, but ENGINEER canna and dose no, Quaranma that propos$le.
Olds el iQuaI Taal Pruett GdmNNaloo Costs .01 not nary mom opinla>V 4p4Y0'1 coat prstand.
•
1101 Capital of Texas Highway So C, Suite 100 • Austin, TX 78746 • Tel: 512 306 -0228 • Fax512 306.0338
L Longaro & Clarke, Inc.
Consulting Engineers
Land Development Stormwater Quality Management Water Resources
OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station
DESCRIPTION Site Plan Improvements
QUANTITIES BASED ON Construction Plans submitted 02 -02 -01
Date: February 9, 2001 Estimated By: DM Office Project No: 124 -14 -37
ONSITE WATER IMPROVEMENTS
Unit
Item Description Quantity Unit Price Amount
1 2" Water Meter Box 18 EA $2,000.00 $36,000.00
2 2" Waterline - C900 1 80 LF $16.00 $2,880.00
3 4" Waterline - C900 1,581 LF $19.00 $30,039.00
4 6" Waterline - C900 610 LF $19.00 $11,590.00
5 6" Waterline - DIP 208 LF $30.00 $6,230.40
6 6" Gate Valve 9 EA $600.00 $5,400.00
7 8" Waterline - C900 1,464 LF $21.00 $30,744.00
8 8" Gate Valve 1 EA $750.00 $750.00
9 12" Waterline - C900 846 LF $30.00 $25,380.00
10 5 1/4" Fire Hydrant 8 EA $1,900.00 $15,200.00
11 Trench Safety 4,889 LF $1.00 $4,889.00
Total Water Improvements $169,102.40
Since ENGINEER has no control over the cost of labor, materials, equipment, services furnished by others, over the Contractor(s) methods of determining prices,
over competitve bidding or market conditions, ENGINEER opinion of probable Total Project costs and construction cost (U.S. $) provided for herein are to be made on the
basis of ENGINEER's experience and qualifications and represents ENGINEER's judgment as an experienced and qualified Professional Engineer, familiar with the
construction industry, but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Project Construction Costs will not vary from opinions of
probable cost prepared.
page 3
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S. DANNY MILLER 4
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1101 Capital of Texas Highway South • Building C, Suite 100 • Austin, 7X 78746 • Tel: 512 306 -0228 • Fax:512 306 -0338
C Longaro & Clarke, Inc.
Consulting Engineers
Land Development Stormwater Quality Management Water Resources
OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station
DESCRIPTION Luther Street Roadway Improvements
QUANTITIES BASED ON Approved Construction Plans dated 02 -02 -01
Date: March 12, 2001 Estimated By: DM Office Project No: 124 -14 -37
SUMMARY
Total
Street Paving Improvements $274,228.13
Drainage Improvements $88,391.00
Water Improvements $70,563.00
E/S Controls Improvements $29,730.50
Sub Total $462,912.63
Contingencies at 10% $46,291.26
Total $509,203.89
Note: All unit costs include typical trenching and excavation costs associated with sandy -clay material.
Since ENGINEER has no control over the cost of labor, materials, equipment, services furnished by others, over the Contractor(s) methods of determining prices,
over competitve bidding or market conditions, ENGINEER opinion of probable Total Project costs and construction cost (U.S. S) provided for herein are to be made on the
basis of ENGINEER's experience and qualifications and represents ENGINEER'S judgment as an experienced and qualified Professional Engineer, familiar with the
construction industry, but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Project Construction Costs will not vary from opinions of
probable cost prepared.
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1101 Capital of Texas Highway South • Building C, Suite 100 • Austin, TX 78746 • Tel: 512 306 -0228 • Fax:512 306 -0338
OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station
DESCRIPTION Luther Street Roadway Improvements
QUANTITIES BASED ON Approved Construction Plans dated 02 -02 -01
Date: March 12, 2001 Estimated By: DM Office Project No: 124 -14 -37
STREET PAVING IMPROVEMENTS
Unit
Item Description Quantity Unit Price Amount
1 Clear & Grub 4.42 AC $4,775.00 $21,105.50
2 Subgrade Prep 12,004 SY $4.40 $52,817.60
3 7" Flex Base 12,004 SY $6.07 $72,864.28
4 1 1/2" HMAC 10,507 SY $4.25 $44,654.75
5 6" C &G 2,611 LF $7.00 $18,277.00
6 Concrete Driveway 1,900 SF $5.00 $9,500.00
7 Sidewalks 5,003 SF $3.00 $15,009.00
8 Pavement Striping 1 LS $5,000.00 $5,000.00
9 Temporary Traffic Control 1 LS $35,000.00 $35,000.00
Total Offsite Street Improvements $274,228.13
DRAINAGE IMPROVEMENTS
Unit
Item Description Quantity Unit Price Amount
1 Modifiable Single Inlet 1 EA $2,400.00 $2,400.00
2 Modifiable Single Inlet with 4' Extension 2 EA $3,000.00 $6,000.00
3 12" PVC 10 LF $20.00 $200.00
4 18" RCP 372 LF $36.00 $13,392.00
5 24" RCP 42 LF $40.00 $1,680.00
6 30" RCP 685 LF $44.00 $30,140.00
7 42" RCP 196 LF $54.00 $10,584.00
8 Trench Safety 1,295 LF $1.00 $1,295.00
9 4' Diam. SSMH 1 EA $2,200.00 $2,200.00
10 5' Diam. SSMH 1 EA $3,500.00 $3,500.00
11 6' Diam. SSMH 1 EA $5,500.00 $5,500.00
12 30" Conc. Headwall with Rock Rip Rap 1 EA $5,000.00 $5,000.00
13 42" Conc. Headwall with Rock Rip Rap 1 EA $6,500.00 $6,500.00
Total Drainage Improvements $88,391.00
Since ENGINEER has no control over the cost of labor, materials, equipment, services furnished by others, over the Contractor(s) methods of determining prices,
over competltve bidding or market conditions, ENGINEER opinion of probable Total Protect costs and construction cost (U.S. $) provided for herein are to be made on the
basis of ENGINEER's experience and qualifications and represents ENGINEER's Judgment as an experienced and qualified Professional Engineer, familiar with the
construction Industry, but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Project Construction Costs will not vary from opinions of
probable cost prepared.
page 2
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1101 Capital of Texas Highway South • Building C, Suite 100 • Austin, TX 78746 • Tel: 512 306 -0228 • Fax:512 306 -0338
gr�
OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station
DESCRIPTION Luther Street Roadway Improvements
QUANTITIES BASED ON Approved Construction Plans dated 02 -02 -01
Date: March 12, 2001 Estimated By: DM Office Project No: 124 -14 -37
WATER IMPROVEMENTS
Unit
Item Description Quantity Unit Price Amount
1 16" Waterline - DIP 882 EA $65.00 $57,330.00
2 12" Waterline - C900 10 LF $27.00 $270.00
3 6" Waterline - C900 20 LF $18.00 $360.00
4 16" Gate Valve 1 EA $6,000.00 $6,000.00
5 12" Gate Valve 1 EA $2,500.00 $2,500.00
6 6" Gate Valve 2 EA $650.00 $1,300.00
7 5 1/4" Fire Hydrant 1 EA $1,900.00 $1,900.00
8 Trench Safety 903 LF $1.00 $903.00
Total Water Improvements $70,563.00
EROSION /SEDIMENTATION CONTROLS
Unit
Item Description Quantity Unit Price Amount
1 Stabilized Const. Ent. 2 EA $1,200.00 $2,400.00
2 Silt Fence 1,978 LF $1.25 $2,472.50
3 Tree Protection 299 LF $2.00 $598.00
4 Rock Berm 251 LF $25.00 $6,275.00
5 Rock Rip Rap 700 SF $2.00 $1,400.00
6 Inlet Protection 5 EA $100.00 $500.00
7 Restoration /Revegetation 16,085 SY $1.00 $16,085.00
Total Erosion /Sedimentation Controls $29,730.50
Since ENGINEER has no control over the cost of labor, materials, equipment, services furnished by others, over the Contractor(s) methods of determining prices,
over competitve bidding or market conditions, ENGINEER opinion of probable Total Project costs and construction cost (U.S. S) provided for herein are to be made on the
basis of ENGINEER's experience and qualifications and represents ENGINEER'S judgment as an experienced and qualified Professional Engineer, familiar with the
construction Industry, but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Protect Construction Costs will not vary from opinions of
probable cost prepared.
page 3
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1101 Capital of Texas Highway South • Building C, Suite 100 • Austin, TX 78746 • Tel: 512 306 -0228 • Fax:512 306 -0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Apr -2 -01 11:40AM; Page 2/5
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Longaro' & Cla Inc'.. .
L Consulting Engineers
•
Land Development . • : Stormwater Quality Management Water Re.saurres
. OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential = 4.uther Street, Collego Station •
DESCRIPTION Site Plan Improvements
QUANTITIES BASED ON Constru'ctlon Plans subrtiitted 02-02.01
Date: February 9, 2001 Estimated By: DM Office Project No: 124 -14-37
ONSITE WATER IMPROVEMENTS
Unit
Item Desert* lon Quantity Unit Price Amount
1 T Water Meter Box 18 EA 32,000.00 $36,000,00
• 2 2" Waterline - C900 1 LF 316.00 S2,880.00
3 4 - C900 , , 1,581 LF 519.00 530.039.00
4 ' 6' Waterline - C900 610 LF $19.00 311,590.00
• 5 6". Waterline - DIP. 208 LF • 330.00 36,230.40
6 6" Gate Valve • 9 EA $600.00 , 35,400.00
7 8" Waterline - C900 . 1,464 LF $21.00 $
8 8" Gate Valve' 1 EA 3750.00 3750.00
9 12" Waterline • C900 846 LF 530.00 525,380.00
10 5 114 ". Fire Hydrant 8 EA $1,900.00 $15.200.00
11 Trench 'Safety 4,889 LF $1.00 $4,889.00.
Total Water Improvements 5169,102A0
Since ENGINEER has no contra! over the cost of labor, miterfiM, aqulperient services furnished by others, over the Contractorts) methods of datemdnina priCas,
over eompetltve bidding Or market eendltions. ENGINEER:ophnlee; of probable Total Project casts and construction cost (U.S. $) provided for herein are to be made on the
basis of ENGINEER'S =Penance and.quslificatlars and repreeinte ENG1NEER's Jtidgrnerit es in aaperienced and qusiiMd Professional Engineer, familiar with cite'
construction Industry. but ENGINEER cannot and does not. guarantee that proposals, bide or actual Total Project Construction Costs will not vary from opinion of
probable cost prepared.
page 3
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lMl rr,nirid nfTorrnr Hio ti >Rii'iilino r _Vuite I00 • Austin_ TX 7R746 • Tel: 512 306 -0228 • Fat:512 306 -0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Apr -2 -01 11:41AM; Page 3/5
G Longaro & Clarke, Inc.
L Consulting Engineers
Land Development 8jormwater ualiy Management Weiler Re.courr.es
OPINION OF PROB COST
PROJECT NAME Fairfield Residential • Luther Street, College Station ....
DESCRIPTION Luther Street Roadway IrnptvVernents
QUANTITIES BASED ON Approved Construction Plans dated 02 -02 -01
•
Date March 12, 2001 Estimated By; DM Office Project No 124 -14 -37
SUMMARY
Total
Street Paving Improvements ' $274228
Drainage Improvements $88,391.00
Water improvements $70.563.00
E/5 Controls Improvements: 529.30.50
Sub Total $462,912.63
Contingencies at 10% $46.291.26
•
Total 5509,203.89
Note; Ail unit costs Include typical trenching and excavation costs associated wltn sandy -clay material.
Since ENGINEER has no control over the cost of tabor, met.rtale equipment services furnished by others, over the Contractor's) methods of determInir+g prices,
over competitor bidding or market conditions, ENGINEER opinion of probable Total Project costs and conetructton cost (tl3. S) provided for herein ere to be made on the
basis of ENGINEER', experience and Qualifications and rep / inenta.ENGIHEEIre judgment even experienced and qualified Professional Engineer, familiar with tine
construction Indusby. but€NGINIER cannot end does not guarantee that proposals, bids or actual Total Project Construction Costs wltl not vary from opinions of
probable coetprep,rad.
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11!)1 r'nni►nt nfTornc FHiohwny .Cnuth • Building C. Suite 100 • Austin, TX 78746 • Tel: 512 306 -0228 • Fax:512 306- 0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Apr -2 -01 11:41AM; Page 4/5
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OPINION'OF :PROBABLE COST
PROJECT NAME Fairfield R96tdential Luth4tt,S t, College Station
DESCRIPTION Luther Street Roadway Imprevernents .
• QUANTITIES BASED ON Approved Construction Plana :dated 02 =02 -01
Darts: March i2, 2001 . Estimated By DM . Office Project No 124 -14-37
STREEf`..PAVING IMPROVEMENTS
.. Unit
Rent Description ..:. . Quantity . Unit Price Amount
1 Clear & Grub 4.42 AC 54.775.00 $21,105.50
2 Sub9rade. Prop • 12,004 SY $4.40 552,817.60
3 7'.Flsx Bass 12,004 SY $6.07 572,864.28
4 1.1/2" HMAC 10,507 SY $425 544,654,70
5 • 8' C &G . 2,611 LF 57.00 518277.00
6 Concrete Driveway 1,900 SF $5.00 59,500.00
7 Sidewalks • . 5,003 SF 53,00 515,009.00
8 Pavement Striping. ' • 1 LS 55,0.00,00 $5,000.00
. 9 • Temporary Traffic .Cpntr9l _: 1 LS $35,000.00 $35,000.00
Total Offslte Street Improvements 5274,228.13
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-DRAINAGE IMPROVEMENTS
Unit
Item Description Quantity Unit Price Amount
1 Modifiable Single. inlet • 1 EA 52,400.00 $2,400.00
2 Modifiable Single Inlet with 4'. Extension 2 EA 53,000.00 $6,000,00
3 12' PVC 10 LF. 520.00 . 5200.00
4 18' RCP 372 LF 538.00 $13,392.00
5 . 24' RCP. 42 IF $40.00 51,680.00
6 30' RCP 685 LF 544.00 . 530,140.00
7 42' RCP 196 LF $54.00 510.584.00
g Trench Safety 1,295 LF 51.00 . 51295.00 • 9 . • 4' Diem. ,SSMH 1 EA $2,200.00 . 32,200.00
10 5' Diam. SSMH . . 1 EA 33,500.00 • 53,500,00
11 8' Diam. SSMH 1 EA 35,500.00 55.500.00
' 12 30' Conc. Headwall wittf :ReCk Rip Rao . . 1 . EA 55,000.00 • $5,000.00
13 • 42' Coto. Headwall with Rik Rip ROD 1 . EA $6,500.00' 58,500.00 •
Total Drainage irripievements • • 588,391:00 •
Since ENGINEER hike no 'control over rife cost of labor, mateAtl& iqulpn ent services turnkhed by others, over the Contractorta) methods of determining prices,
over con'peety' bidding or market conawene. ENGINEER opinibe:OfSnobabie Total Project costs and construction cost {U.S. 3) provided for Herein are to be nods on the
baste at ENGINEER'. experience and guallncatlons and nspneishtt ENGINEER'. )ud$ment as an experienced and auallfled Profasslerral Engineer. fam14 ar with the
construction Industry, but ENGINEER cannot and doe, not guireraee th.t proposals. bide or actual. Total Project Construction Coots will not vary from opintnne of
probable cost prepared. .
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. , ,. • : ., ;1;1;no (• ciJito Inn • Austin 11( 7R746 • Tel: 512 06.0228 • Fax: 512 306 -0338
Sent By: LONGARO #AND #CLARKE; 5123060338; Apr -2 -01 11:41AM; Page 5/5
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.. OPINION :00 PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, Cellesie Station . • •
DESCRIPTION Luther Street Roadway ImprOyem9Rts .
QUANTITIES BASED ON .Approved ConstnuCtion PIBii ;dated 02 -02 -01 • .
Date: March 12, 2001 Estimated By: • DM Office Protect No 124.14 -37 •
WATER IMPROVEMENTS ,
. . Unit • • . Descrfptiort • '. • Qua,�lt Unit • Price ' Amount .
. 1 16' Waterline -.DIP . 882 EA• 565.00 557,330.00 '
2 12" Waterline- C900 10 LF ' 527.00 5270.00 .
3 6'•Wat.rlin. • C900 20 LF ' 518.00 • 5360,00 •
. 4 . 16' Gat.' Valve -1 . EA 56,000.00 56,000.00 . .
• 5 • • 12' Gate Valve 1 . EA , 52,500.00 52.500.00
•6 • . • 8' Gate Valve . . . 2 • EA 5850.00 51. •
7 51/4 "•Fire Hydrant • • 1 EA 51,900.00 • 51,900.00 ..
8 french Safety . . 9Q3 • LF 51.00 •5903,00
Totat •Wator Improvements . . • • 670,583.00
• " : EROSION/SEDIMENTATION CONTROLS
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. Unit
. Item QsscilptI0ti' • • ::•. ' . Quantity Unit Price Amount _
• 1 • Stabilized Const. Ent. 2 EA. 51.20000 • .$2,400.00 ' •
2 Slit Fence . '1,978 LF 51.25 $2,472.50 •
3 . Tree Protection 299 LF • • • 52.00 6598,00
4 .. Rock Berm • 251 LF 525.00 ' 58,275.00
. 5 Rock Rip Rap • • . 700 SF 32.00 . 51,400.00 .
8 inlet Protection . • • 5 EA 5100.00 5500.00
7 • . Restoration7Revegetatfon • . • .18,085 SY . • $.00 . • 518,085.00 .
Total • ErosioM3edlmetttsfion Controls 528,730.50 •
Since ENGINEER has no conaol over ths'eout of latlor, matMils:!tli! services lumrshod by others,. over the Cortasetor(s) methods at determining grin**.
over competitvs bidding or market conditions, £NGiMEER opin1dit�Dt p!otfibl. Tut Project costs and construction cost ;U.S. S) provided for heroin are to be studs on the
basis or 'ENGINEER'. eugananee and quaitncaaons seal reprMereti ENGlNECIt's judgment as an ., p.rl.need and gwilged Prot.ssbres Enprnaer, faminurwith the
conenucttun industry, but ENGINE R cannot and does rot,puaiaiitee that proposals, bids or.acti,aIToal Project Construction Costs erin not van from opinion or
probable coat prepared.
Page 3 • '
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• .:,. . ,. . . .. , • _::.L':_'. :iJ :.-_ !• r....,. inn . e r:,, 7'Y 7R74K T.•I SI? ?Oh -0228 • Fax :512.306 -033R
G Longaro & Clarke, Inc.
L Consulting Engineers
Land Development Stormwater Quality Management Water Resources
OPINION OF PROBABLE COST
PROJECT NAME Fairfield Residential - Luther Street, College Station
DESCRIPITION Oversize Participation Cost Estimate
QUANTITIES BASED ON Approved Construction Plans
Estimated By: SDM
April 17, 2001
Required Water Line Improvements
Unit
Item Descripition Quanity Unit Price Amount
1 12" Waterline 882 LF $35.00 $30,870.00
2 12" Gate Valve 1 EA $2,500.00 $2,500.00
3 10" Waterline 759 LF $30.00 $22,770.00
4 10" Gate Valve 1 EA $2,200.00 $2,200.00
5 Trench Safety 1,641 LF $1.00 $1,641.00
Total Water Improvements $59,981.00
10% Contingency $65,979.10
Approved Water Line Improvements
Unit
Item Descripition Quanity Unit Price Amount
1 16" Waterline 882 LF $65.00 $57,330.00
2 16" Gate Valve 1 EA $6,000.00 $6,000.00
3 12" Waterline 759 LF $35.00 $26,565.00
4 12" Gate Valve 1 EA $2,500.00 $2,500.00
5 Trench Safety 882 LF $1.00 $882.00
Total Water Improvements $93,277.00
10% Contingency $102,604.70
Requested City Oversize Participation $36,625.60
Since ENGINEER has no control over the cost of labor, materials, equipment, services furnished by others, over the Contractor(s) methods of determining prices, over competitive bidding or market
conditions, ENGINEER opinion of probable Total Project costs and construction cost (U.S. S) provided for herein are to be made on the basis of ENGINEER'S experience and qualifications and
represents ENGINEER'S judgment as an experienced and qualified Professional Engineer, familiar with the construction industry, but ENGII d does not guarantee that proposals,
bids or actual Total Project Construction Costs will not vary from opinions of probable cost prepared. ♦ ` OF 7'�.`, t'
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1101 Capital of Texas Highway South • Building C, Suite 100 • Austin, 7X 78746 • Tel: b --- 1 306 -0228 • Fax: 512 306 -0338
04/10/01 16:08 FAX 817 640 9474 FAIRFIELD [3 003
Sent By: LONOARO #AND #CLARKS; 5123060338; Jen -29 -01 10:45AM; Page 4/4
t Longaro &• Clarke; Inc
1 C onsu lting Engineers - . .
Land Development swrnwater Quality Management• - • Wailer Resourrer
. , . diiii4 6HoF PROBABLE COST . . - • , •
-PROJECT NAME • . Fairfield RodenUab iilitiii r Stn3et. Colte9e•St3tion • ' , • - ' ' . • •
•
DEscRw 10N ;1G Waterltti veril :bverstze Participation . - •
QUANI1TIES DA OR Prellmine La out' : -. ' ' • • -
.
• E aUiniite By:.8DM . • •
294 an-01 . • - - . •
. - 16" Wer,'L1ne 1mprwvereents •
• Unit Item •' Dascttpitl6r► • . . • •, ttni. • Price Amount • •
1 16' DIP Wateiiirie: . 882 • LF • .165.00 557,330.00 • . •
2 • 16'. Gate Valve 1 • - EA $6,000.00 • . $6.000.00
• 3 - .51/4' FIre•Hydrant := ;...'• . - • 1 EA • $1,900.00 • $1,900.00 .
• 4 Connect to E.jdst. WL :.. • : . • - . 1 - EA $50000 - $500.00
• . 5 - Trench Safety' : " ' '. • • 882 L .F 51.00 ' 58
• • - nal Water ttnpf•overnents .. . - • . ' S86 ;012.02
■/ ,e/r Gontingsncy $73,273.20
10e & 8' Wai :tfr Improvements (Internal) . •
. - _ Unit •-
. • tlein • ' ' Deaul • tibn-. .. Quan • ' ., -UM! - Price Amount
1 • , 12° Wetar•line 882 LF 527.00 $23.814.00 •
• 2. ' 12" Give Valve ' .• ., • - • 1 EA 52,500.00 $2,500:00 . • •
3 • Connect to 'Exist. WL':;• ' 1 EA 5500.00 5500.00 .
. 4 - S•l)d" Firs Hydrant :;;• ; . 1 . • EA • 51,900.00 ' 51,900 00 •
- - 5 . Trench Sef- • - •. •• • 882 LF - .. $1.00 $$82.00 • . •
•
Total Water Improvements . • 528,598.00
10% Confingocrcy `.... . • S32,:555.80 - •
Requested City Oversize Particlpalfan 540,717.60
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' 1101 Capital of Texas Highway Scu&tli:' Btfalding C S 100 • Austin,_ TX 78746 ■ Tel; 512 306.0228 - !'ax:512 306 -0338