4.7 4.7
RESOLUTION AUTHORIZING TOWN HIGHWAY DEPARTMENT TO
OUTSOURCE PAVING TO PECKHAM ROAD CORPORATION
RESOLUTION NO.: 2017
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, the Town of Queensbury's Highway Superintendent has requested Town Board
approval to outsource paving in the Town of Queensbury, and
WHEREAS, the New York State Legislature adopted legislation allowing any political
subdivision in New York State to "piggyback" off an existing County Bid and therefore in this
instance, the Town of Queensbury is "piggybacking"with Warren County Bid 41-17, Heavy Highway
Construction, for Paving within the Town of Queensbury, and
WHEREAS, the Town will adhere to all New York State Law bidding requirements, and
WHEREAS, the Town has already budgeted $300,000.00 for Revenue and Expenses in the
appropriate accounts,
NOW, THEREFORE, BE IT
RESOLVED, that the Queensbury Town Board hereby approves of the Town Highway
Superintendent's request to outsource paving in the amount of $307,097.27 from Peckham Road
Corporation to be paid from Chips Capital Construction, Account No.: 004-5112-2899, and
BE IT FURTHER,
RESOLVED, that the Queensbury Town Board hereby authorizes budget amendments
increasing Highway's Revenue Account No.: 004-0000-53501 CHIPS and Highway's Expense
Account No.: 004-5112-2899 by $58,945.00 per New York State DOT Chips Capital
Apportionment Balances for 2017-18, and
BE IT FURTHER,
RESOLVED, that the Town Board further authorizes and directs the Town Supervisor,
Highway Superintendent and/or Budget Officer to take such other and further action as may be
necessary to effectuate the terms of this Resolution.
Duly adopted this 21St day of August, 2017,by the following vote:
AYES
NOES
ABSENT:
•
Peckham Road Corporation - •
375 BayRd,Suite 100-Queensbury-New York 12804
Tel(518)792-3157-Fax(518)7923138
www.Peckham.com -
Proposal
Customer Information: Project Information:
Attention:Tom Van Ness Number.3352
Company:Town of Queensbury Location:Various Streets
Address: 742 Bay Road County:Warren
City,State: Queensbury,NY 12804 Date•. 08/14/17
Phone: 518-761-8212 Email:
Item Quantity Unit Description Unit Price Total Price
1 24,381.00 SY Cold Plane town streets @ 1.5"Depth S 2.67 $ 65,097.27
-Includes deanup,trucking of millings,traffic control S
2 - 1.00 FA Mobilization of Cold Planing Crew $ 1,800.00 $ 1,800.00
S
3 1.00 IS Pave town streets @ 15"Depth with Type 6 Top S 68,575.00 S 68,575.00
Includes traffic cannot Asphalt will be priced based S. -
on Warren County delivered bid. S
-Paving crew based on OGS Quick Quote pricing S
4 3,125.00 Ton Warren County Bid Hot Mix Asphalt-Type 6Top S 54.92 S 171,625.00
-August Asphalt Escaltion included $
• S
Total: $ 307,09727
Mill&Pave-Parkview,Dixon Road,Hughes CT,&Queensbury Place
Overlay-Lucerne Road _
Conditions:
The following services marked are to be provided by the customer/purchaser
Y Location of all utilities,manholes,catch basins,water valves,etc....
Trucking
Sweeping
Trimming
✓ Fine Grading
Water for Cold Planers
Water for Rollers
Traffic Control
_ V Temporary Striping •
✓ Lower manholes,catch basins,water valves,etc...
Mix Design
✓ Density Monitoring
Source of Water,Peckham to supply WaterTrucks
Y Provide a stodtpile/stagingarea
Provide a waste area/dumpsite
Y Night Lighting
Asphalt and fuel price adjustment to apply
Duration to complete work 8.00 Days
Project Mobilizations 1.00 Each Additional Mobilizations: $3,325.00
Terms:
Quoted prices remain in effect for30 days
Payment-30 days from date of invoice
Quotation does not include sales tax
Quotation submitted by: Kevin Densmore,Project Manager(kdens@peckhamcom)
Acceptance of Proposal:
Kevin Densmore
(Print Name)
Kevin,Pe amore.
(Signature)
•
�70T211iQR' UR-MP2 COMPIW-gRASNERTMNOUSCeMgE.
titre gEao..;idv's �SPR23cve
AGENCY/USER COMPLETES THIS SECTION EORQVICK"QUOTE/PRIC CAICULAIION.=,
Date when the Quick Quote form is sent to the Contractor. August :;.. / 1_"" /2017:-
• NOTE:
I.The user and the Contractor understand that the Project's Total Cost to be shown below will
include all the needed Price Adjustments for the month Indicated(the month when the Quick Quote
form is sent to the Contractor).If the project(or part of the project)Is eremted in a different month
than the one used to calculate this Quick Quote,then tbeProject's Total Cost will change accordingly
to reflect the Price Adjustments for the Month in which the project(or part of the project)was
actually performed.
2.The Contractor understands that at no time may a quick quote unit once(without the Price
Adiustment)exceed the contract price. Materials cost,hauling expenses,etc.,can be lowered by the
Agency/User. Town ofQueensbiuy .- .. ..
Project Name: 2017 Town Sheets,Mili&Rciiiifece= .: 1 r Project#3352"
Project Location: Parkview,Man Road,}Iughes CT QueensburyPlace;lataemeRead:.-C
County: City:Queelssbury::"_ Zip Cadr.42804. .
Material#1-Specified Item#: •
402.098103"c 9.5 F1-7bp CuufseHMA,80 Series Compadioa i. ' ' .' . - ' :,. '
Estimated Total Quantity for Material#I: 3,123.0 .:: :-_Tons
❑ HMA with Polymer Modification(Material HI)
Material#2-Specified Item#:
"..
Selectltom.rhe dropdpwn memtifMa(rial tl2 is deeded :;
Estimated Total Quantity for Material#2: .. - :.Tons
❑ HMA with PolymerModification(Material#2)
Material#3-Specified Item#:
Se/ea fro;ihe"s4dpdown.nienuifMaterial#3isneeded _-U - ,i`.-` . -
Estimated Total Quantity for Material#3: - :Tons
❑ HMA with Polymer Modification(Material#3)
•
•
•
Page 1 of 8
GROUP.-31502" COMPRE IENSWEEITUM7NOUS:CONCRETE_':;::>; :;_f
hi f10741:1XOSPIIAL rei.:4eEfa;O'=iliFARD.#:23053._`(k ae"s017M;:_
AGENCY/USER COMPLETES MS SECTION FOR QWCEQUOTE/PRICE CALCULATION
Additional Items(enter a check mark and indicate number required,if applicable):
D+ — Work Zone Traffic Control(Wilt)
Q 1 Optional Nagger
9 -3"-Optional General Laborer
• ❑_Paverwith Operator
❑2 -:.J Paver with Operator and Saeed Person
❑+ 'I Paver Mobilization
❑_10-Ton Static Roller
❑_10-Ton Static Roller with Operator
❑ 10-Ton Vibratory Roller
9 2 ' 10-Ton Vibratory Roller.with Operator
'• 2:"Roller Mobilization
❑_Skidsteer with Milling Head
9 . I. Skidsteerwith Milling Head with Operator
❑ Water Tank ' •
❑ Water Tank with Operator
❑ Water Tank Mobilization
❑_Optional Pilot Vehicle with Driver
❑_Optional Additional Construction Sign
❑ - Abrading Existing Pavement Markings by the Vendor,with WZTC by the User
Total linear Feet- _ ..
❑ — Abrading Existing Pavement Markings bythe Vendor,with WZTC by the Vendor
Total Linear Feet
❑ — Optional Joint Adhesive by the Vendti,with WIC by the User
Total Linear Feet
❑ — Optional Joint Adhesive by the Venda,with WZTCby the Vendor
Total Linear Feet - •
❑ — OCP Coverage(SI Millionloavrrence,12 Million aggregate)
Anticipated Project Start Date: 09/01/17-
Estimated Number of Days to Complete Project: -5.0 _.. `—Days
AgencyfJser Contact . . . .. . .. - '
Agency/UserPhane:
Quick Quote Must be Returned by. _
Agency/User Comments:(Note:Press Alt+Enter to create a new line)
Cold Plane Streets-PailwiewAire,Dixon Road;Hughes CP;&Qoecnsbwy,Place®"13"•Depth.Pave
Streets-Parkview Ave,Dixon Road;Hughes Cl',QueensburyPlace and I.azeme Road€4.1.!!!Depth.
lhicudes traffic central,"cleanup,aril lsutlongofmllings.Asphalrind Asphalidelivery m bequoted
with Warren Coolly Bid price- - -:"-. - - ''
•
Page 2 of 8
•
1;-61,OUPi3750L--COMPREfIENSIVEBITUMMOIIS.CONCRETE
HOT�1 SEFIAGT;G aYia;4, AWARD#>23053:7i¢ ;.ce o'vo5/'v.. :.
CONTRACTOR COMPLETES THIS SECTION FOR QUICK QUOTE/PRICE CALCULATION.
Note:The Contractor should develop the Orrick Onote hosed on the options chosen be the user(page I)
Contractor#I&PC#: -.-PC67743-Peckham Matedals Corp.
Plant 0: " • Phone•.518-792-3157
• Plant Location " - -Hudsonaails
Contractor#2&PC#: : "Select from the 850P-down menu ofContractor#2 is needed for the
(faint Qulek Quote Option) _ Join Quick Quote Option
Plant 0: Phone: .
Plant Location:
Material#1 SpecifiedltemN ::y;, :'7`;-..:' :..__` ;'- " -
402.098t03-95F1-Top oda 80se:itaCompactiou '••- • :: .
A Price(F.O.B.Price for Material)= ' . per Ton
Material PriceAdiurtment Calculation for the Month of: August / 2017 _
B Monthly Asphalt Price Adjustment per Ton =
C Quarterly PPI Price Adjustment Pereentaee(%) =
D Difference of 100%Material Minus Total%Asphalt plus Fuel Allowance=
E Quarterly PPI Price Adjustment(A x C x D)= $O.000
F HMA Polymer Modification(ifreguesled)
G Material Price including Price Adjustments(A+B)+(E)+(F)= 50.000 per Ton
Delivery Cort Calculation:
Estimated Haul Distance: " -Miles
H PriceTon/Mile Hauling (0-I Mile) = : "• . per Ton
/ PriceTon/Mie Hauling(I+Miles)= . - ---per Ton
! Total Delivery Cosh H+(Ix(Estimtated Haul Distance-1)] = 50.000 per Ton
L Total Material plusDelivery Cost(G+J)x K= S0.000
Page 3 of
"•' ' .1 z§ROUP'1gq..'=QOMPREFIENSIFS IMAI.INOUS.COA'CRETE-
HOT1l X.S-E "AlT LIPPrato-.4*ARD. 2300416: c410:Wij=:=_
CONTRACTOR COMPLEIESTHISSECTIONFOR QUICK QUOTE'PRICE CALCULATION'
Nate:The Contractor should develop the Orrick Onate based on the options chosen by the user(pare 1)
IMaterial R2-Specified l[ein1h. - -
Mater1alH2NotNeeded-• :::II
M Price(F.O.B.Price for Material)= per Ton
Material PriceAdirutment Calculation for the Month of: August / 2017
N Monthly Asphalt Price Adjustment per Ton = -
O Quarterly PH Price Adjustment Percentage(%)=
P Difference of100%Material Minus Total%Asphalt plus Fuel Allowance= -
Q Quarterly PPI Price Adjustment(M x O x P)= S0.000
• R HMA Polymer Modification(£requested) :. per Ton
S Material Price including Price Adjustments(M+N)+(Q)+(R)= 50.000 per Ton
Deliver',Cost Calculation:
Estimated Haul Distance: Miles
T Price Ton/Mile Hauling(0-1 Mile)_ - . per Ton
U Price Ton/Mile Hauling (I+Miles) = per Ton
✓ Total Delivery Cost:T+(Ux(Estimated Haul Distance-1)1 = 50.000 per Ton
IY Total Tons
X. Total Material plus Delivery Cost(S+V)x W= 50.000
MOP
04ateria1113 No[Ne"eded.'%:'[:.:�. .- � - - .. _ .._... .. ....
Y Price(F.O.B.Price for Material)= per Ton
Material Price Adiustment Calculation for the Month of August I 20 17
2 Monthly Aspbalt Price Adjustment per Ton= •
Al Quarterly PPI Price Adjustment Percentage(%) . -
• RI Difference of 100%Material Minus Total%Asphalt plus Fuel Allowance= . . .
CI Quarterly PPI PriceAdjustnent(Y x Al x BO= 50.000
• DI HMA Polymer Modification(if requested)
El Material Price including Price Adjustments(Y+Z)+(CI)+(Dl)= S0.000 per Ton
Delivery Cost Calculation:
Estimated Haul Distance: - Miles
Fl Price Ton/Mile Hauling(0-1?Me) _ _ -...per Ton
GI Price Ton/Mile Hauling(I+Miles) _ „per Ton •
HI Total Delivery Cost:F1+IG1 x(Estimated Haul Distance-1)i= S0.000 per Ton
II Total Tons - • • -
JI Total Material plus Delivery Cost (El+Hl)x 1 = 50.000
Page 4 of 8
:GR011P.'-3.1p2:4C0MPREIIENSIVEATTWM01.4EONCRRTEt:-;1, <.
.':::11OT l YafS.674LT:,-'fF0Planrj llW{1RD#23053 (Rev,ikti.i.gfre it:::
CONTRACTOR'COMPLETES.TAISSECTION FOR-QUICKQUOIF/PRICECALCULATION
Note:The Contractor should develop the Quick Quotehosed on the options chosen by the user(pace I)
Ootidnal ltemfi'ti] �:
Price per Day per Paver with Operator=
Number of Days=
RI Total Paver w/Operator= 50.00D
Price per Day per Paver with Operator&Screed Person= -53,250.000. -
Number ofDays= : 3.0,0
LI Total Paver With Operator&Screed Person= S16,250.000
Paver Mobilization per Project= - 3650.000 _
MI Total Paver Mobilization per Project= 5650.000
Price per Day per ID-Ton Static Roller=
Number of Rollers= NumberofDays=
NI Total 10-Ton Static Roller(s)= 50.000
Price pet-Day per 10Ton Static Roller with Operator= _
Number of Rollers= Number of Days= •
-
01 Total 10-Ton Static Roller(s)with Operator= . 50.000
Price per Day per 10-Ton Vibratory Roller= _ .
NumberofRollers= Number ofDays=
Pl Total10-Ton Vibratory Roller(s)= 50.000
Price per Day per 10-Ton VbmloryRollerwith Operator= 51,485.00D-.:
-
Number of Rollers= :::2 Number of Days= .5.00
QI Tota110-Ton Vibratory Roller(s)with Operator 514,850.000
Roller Mobilization pa Project(per Roller)= J.-5650.000 - Si of Rollers= 2
RI Total Roller(s)Mobilization per Project= 51,300.000
Pages oft
GROUP=37502=COMPRENENSIVEBITUMINOUS
<F7C13�1�'tISEH�4LT(F'oBPlariij'=:4lfjARD#23,053;"-"Ieiruie"OQrosll7j-'; _:
CONTRACTOR COMPLETES TI!ISSECTION FORQUICK.QUOTE/PRICE CALCULATION":-
Optional Items(Cont'dl::' •
• Price per Day per Skidsteer with Milling Head=
Number ofSkidsteers= Number of Days= - • _
SI Total Skidsteer(s)with Milling Head= 50.000
Price per Day per Skidsteer with Milling Head with Operator= '-$I,400.000
Number ofSkidsteers= 1 Number of Days= SAO
TI Total Skidsteer(s)with Milling Head with Operator= 57,000.000
Skidsteer Mobilization per Project= 5400.000 ti ofSkidsteer=
UI Total Skidsteer(s)Mobilization per Project= 5400.000
Price per Dayper Water Tank= - " -
Number ofWater Tanks= _ Number of Days= ." -
VI Total Water Tank(s)= S0.000
Price per Day per Water Tank with Operator=
Number of Water Tanks= b Number of Days= ".
WI Total Water Tank(s)with Operator= 50.000 •
Water Tank Mobilization perProject= - - _ ' fl of Water Tanks= '0
XI Total Water Tank(s)Mobilization per Project= 50.00D
Price Work Zone Traffic Control= .53;000.000":- Number of Days= " ,5.00- -
YI Total Work Zone Traffic Control= 515,000.000
Price Optional Flagger per Day= - 5600:000"
Number off aggers= '4 - Number of Days= :3.00."
ZI Total Optional Flagger(s)= 53,000.000
Price Optional General Laborer per Day= : 5675.000 •
Number of General Laborers= 3 - Number of Days= ::-o0:
A2 Total Optional General Laborer(s)= 510,175.000
Price Optional Pilot Vehicle with Driver per Day= r
Number of Pilot Vehicles= Number ofDays=
B2 Total Optional PilotVehlcle(s)with Driver= 50.000
Page 6 of 8
,_:_y; GROUP.-31502COMPREHENS/YEBITUMI NOUSCONGRETE'; •
H0V..MI$44t. .t -osrrigt4AWARD#2053 flier s<endosi17)
CONTRACTOR COMPLETES THIS SEC7IONFOR QUICKQUOTF/PRICE CALCULATION' - •
Optional hems(Cdnt'd)(;
• Price Each Optional Additional Construction Sign= -
Number of Signs -
C2 Total Optional Additional Construction Signs= 50.000
Price per Linear Foot for Optional Abrading Existing Pavement Markings by the Vendor
with Work Zone Traffic Control by the Owner Agency/User=
Total Linear Feet-
D2 Total Optional Abrading Existing Pavement Markings= 50.000
Price per linear Foot for Optional Abrading Existing Pavement Markings by the Vendor
with Work Zone Traffic Control by the Vendor=
-Total Linear Feet= ..
E2 Total Optional Abrading Existing Pavement Markings= 50.000
Price per Linear Fool for Optional Joint Adhesive by the Vendor
with Work Zone Trafic Control by the Owner Agency/User= -
Total Linear Feet= .
12 Total Optional Joint Adhesive with WZTC by the User= 50.000
Price perLnhearfoot for Optional Joint Adhesive by the Vendor
with Work Zone Traffic Control by the Vendor= -
Total Linear Feet= -
G2 Total Optional Joint Adhesive with WZTC by the Vendor= 50.000
122 OCPlnsurance= .
�I2 Total Amount for Optional Items(KI thru III)= 568,575.000
Page 7 of
•
-' ._`:: �_.:`•_::>CROUP.37502-COMPREIHENSDDERITUMINOUSCONCRET$= ::
:140_T10:&;18PHALT(Folentle,.244 W1jRP11;230$41ir uhisin
COIVTRACTOR COMPLETES THIS SECTIONFQR QUICEQUOTE/PRICE CALCULATION
Project's Total Cost including all The Price Adjustments for: August / 2017
Project's Total Cost including Price Adjustments= 568,575.000
(L+X+Ji+12)
Can Contractor Supply? 0 Yes 0 No
Can Contractor Meet Schedule? ❑+ Yes 0 No
Contractor#1&PC#: PC67743-Peckham Materials Corp.-_ .,
Print Name Kevin Densmore - Date.$llyl!"1
Contactor#I Signature 744.;., T:57: •
•
iiillf •..�
Contractor#2&PC#: Contactor,#2 Not Needed
(joint Quick Ono=optima
-
Print Name
Contra ctor#2 Signature
NOTE:
1.The user and the Contractor understand that the Project's Total Cost shown above includes
all the needed PriceAdjustments for the month Indicated(the month when the Quick Quote form
was sent to the Conti-actor).If the project(or part of the project)is executed In a different
month than the one used to calculate this Quick Quote,then the Project's Total Cost will change
accordingly to reflect the Price Adjustments for the Month in which the project(or part of the
project)was actually performed.
2.The Contractor understands that nt no time may a quick quote unit price(without the Price
Adjustment)exceed the contract price. Materials cost,hauling expenses,etc.,can be lowered by
the Contractor any time during the quick quote process.
•
•
•
Page 8 of 8
CHIPS Capital Apportionment Balances
Total Available for Total Available
DOT Muni Name State Fiscal Year(SFY)2017-18 After
code Rollover Apportionment Total Jun 30,2017 Payment
Balance SFY 2017-18
170431 Town ofJohnsburg 202,563.89 231,738.74 434,302.63 434,302.63
170488 Town of Lake Luzeme 0.00 132,648.86 132,648.86 132,648.86
170697 Town of Queensbury 17,627.64 341,317.37 358,945.01 358,945.01
170812 Town of Stony Creek 0.00 95,660.50 95,660.50 95,660.50
170825 Town of Thurman 129,942.66 129,936.85 259,879.51 259,879.51
170871 Town of Warrensburg 0.00 92,224.35 92,224.35 92,224.35
171256 Village of Lake George 1,910.95 37,672.89 39,583.84 39,583.84
172017 City of Glens Falls 130,144.86 377,549.97 507,694.83 443,147.77
180000 County of Washington 0.00 1,940,357.05 1,940,357.05 1,940,357.05
180030 Town of Argyle 6,733.83 226,614.75 233,348.58 233,348.58
180113 Town of Cambridge 0.00 151,049.22 151,049.22 122,071.88
180239 Town of Dresden 0.00 79,869.79 79,869.79 79,869.79
180251 Town of Easton 0.00 208,174.71 208,174.71 208,174.71
180295 Town of Fort Ann 0.00 168,072.41 168,072.41 30,391A0
180297 Town of Fort Edward 0.00 81,562.36 81,562.36 81,562.36
180339 Town of Granville . 0.01 159,789.43 159,789.44 159,789.44
180349 Town of Greenwich 12,868.23 192,776.20 205,644.43 205,644.43
180366 Town of Hampton 5,208.21 43,457.42 48,665.63 48,665.63
180378 Town of Hartford 0.00 118,882.31 118,882.31 118,882.31
180384 Town of Hebron 96,655.77 165,895.08 262,550.85 262,550.85
180424 Town of Jackson 0.00 135,386.72 135,386.72 135,386.72
180439 Town of Kingsbury 0.00 107,070.14 107,070.14 107,070.14
180695 Town of Putnam 0.00 76,801.47 76,801.47 76,801.47
180738 Town of Salem 8,112.74 180,513.13 188,625.87 188,625.87
180906 Town of White Creek 11,345.21 128,987.47 140,332.68 140,332.68
180907 Town of Whitehall 0.00 85,214.66 85,214.66 85,214.66
181023 Village of Argyle 4,778.38 4,782.20 9,560.58 9,560.58
181066 Village of Cambridge 0.00 54,424.21 54,424.21 54,424.21
181176 Village of Fort Ann 18,610.13 8,205.54 26,815.67 26,815.67
181178 Village of Fort Edward 48,193.81 69,126.90 117,320.71 117,320.71
181199 Village of Granville 8,845.26 37,872.29 46,717.55 46,717.55
181206 Village of Greenwich 37,480.55 41,312.64 78,793.19 78,793.19
181240 Village of Hudson Falls 124,874.41 117,285.92 242,160.33 242,160.33
181535 Village of Whitehall 1,783.77 74,717.89 76,501.66 76,501.66
210000 County of Fulton 0.00 1,019,654.75 1,019,654.75 1,019,654.75
210076 Town of Bleecker 14,393.03 65,296.64 79,689.67 79,689.67
210094 Town of Broadalbin 41,610.68 88,719.99 130,330.67 130,330.67
210130 Town of Caroga 51,294.07 77,280.26 128,574.33 128,574.33
210271 Town of Ephratah 5,960.33 102,849.30 108,809.63 108,809.63
210432 Town of Johnstown 0.00 169,014.94 169,014.94 169,014.94
210520 Town of Mayfield 0.00 130,537.21 130,537.21 130,537.21
210589 Town of Northampton 0.00 58,092.44 58,092.44 58,092.44
210613 Town of Oppenheim 16,930.17 149,409.11 166,339.28 166,339.28
210654 Town of Perth 0.00 75,548.50 75,548.50 75,548.50
210814 Town of Stratford 0.00 112,787.33 112,787.33 112,787.33
211055 Village of Broadalbin 0.00 36,138.39 36,138.39 36,138.39
211301 Village of Mayfield 0.00 25,692.54 25,692.54 25,692.54
211354 Village of Northville 0.00 44,897.42 44,897.42 44,897.42
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