08. Meridian Road ConsultantAgenda -March 3, 1997
PA PO r
Included in your packet is a letter from Peccia and
Associates to John Wilson, PWD, discussing the costs
anticipated in the Meridian Road Reconstruction Project.
The costs of the project exceed the funds available by
$2.96 million. Peccia has prepared a list of items for
elimination which reduces the deficit to approximately
$1.5 million. The memo is being supplied for information
purposes at this time. However, eventually the Council
will be required to consider these, as well as other
changes in the project, in order to reconstruct Meridian
Road.
(Il 0 a IS e
Incorporated 1892
Telephone (406) 758-7700
FAX (406) 758-7758
Post Office Box 1997
Kalispell, Montana
Zip 59903-1997
Date: February 28, 1997
To: Clarence Krepps, City Manager
From: John Wilson, Assistant City Engineer
Re: Meridian Road Reconstruction Project
Cost Cutting Measures
Attached please find a fax copy of additional construction cost
estimates for the Meridian Road project prepared by Peccia and
Associates. The Council packets are ready to go on Friday
afternoon, so Public Works' comments will be provided on
Monday.
Douglas Rauthe
Mayor
Clarence W. Krepps
City Manager
City Council
Members:
Gary W. Nystul
Ward I
Cliff Collins
Ward I
Norbert F. Donahue
Ward II
Dale Haarr
Ward II
Jim Atkinson
Ward III
Lauren Granmo
Ward III
Pamela B. Kennedy
Ward IV
M. Duane Larson
Ward IV
FE13-26-57 14:45 FROM:ROBERT PECCIA&AS5OC. ID:406447S036 PAGE �/11
ROBERT
PECCIA
& ASSOCIATES
Civil, Transportation
& Environmental
Engin Vera
Mr. John Wilson, P.E.
Assistant City Engineer
City of Kalispell
P.U. Box 1997
312 First Avenue Nast
Kalispell,MT 59943� 1997
Subject: STPIT 6701(0)
North -Meridian Road - lialispeli
Control No. 2950
Dear Jahn:
February 25, 1997
In response to.your recent request. I atri providing you with additional cost radvction methods on Meridian Road. This
came about as a result of tl'le. discussion .tl at took placo during the meeting held otl ;;ebrLary 24, 1997 between the City,
MDT, and R):'A, and also as a .result of the City Council's request.
Mites ft=ther invesdgi don regarding the street lighting, I have found an e:-ror in the oriainai (-,-timatcs. Tho actual
stimate m.pro�ide street iaxtiu, *dto entire lentn of tlre.projec traquirss acpsoximatedy 521i�ltt.poies. Providing Street
li�tting at intersections onlywculd require appro simately 22 li�oi pc,l�. 1 Ahave attached a revised cost estimatL for this
carnation to replace die uric nal two estimates submitted earliev. 1 w �,ul+d like to apologise for this Crror wid any
. inconveniences resulting from this error.
This letter describes methods to divide the contraction ore Avleridian Road into t : ,p phases. Tire first phase would include
reconstructing the project iron. Idaho Street to Three Mile Drive. The scst;ond phase would revonstruct the, reinainder
of the roadway from Three Mile to U.S. 9^3, 'fhe following items would be included in the.first phase:.
Pwchase the right-of-vc--ay and move the affected uttiditics for the entire corridor cp to U.S. 93, 'Ilse
amouznt of light -of -ay needed zrom Three %file Drivc to US. 93 is only 0.2 acres which coals
approximately S35,WO.
2. Prc;-Ide the necessary under,�-osind work for future si aais aDd strm, lights inclLding conduits and pull
boxes.
3,. 'Reduce the Two ' Vay Left 'Turn Lane MN LTL) +-:iduh from 5 0 meters -to 4.2 _iieters. ',,NIDT has
agreed with this width reduction.
4. Striping vrill be then mplas6c for words & £ymbot;.:ross kvall s, and stop bars. AL other stlipina will
be epoxy:
"R` e following is a description of the cost savings in materials that «ould result by phasing the project.
I. Right-of-way cost reduction as a res'uIt of eliminating the on-streAt bike lanes
This ize-,n was brought up by the City Council. 'r!ic amount of right-oi-way.redaction i -implemented as a'result of
eliminating the or.-street'oike lanes would be approximately 0.15 acres or S52,500.
Y.O: Box 6653, 825 Ctmer
Mgkkrti,. �lontaaa 3�60�
�:40/$l 44 7 -50(.•V
FP.4�YU`Ltc:n
FEB-26-H7 14:48 FROM:ROBERT PECCIA&ASSOC. ID:406447SO36 PAGE 3/11
I.I. Build the project frm Idaho Street to Three Mile Drive
This item is pr ov:dcd in the cost estimate sheet labeled phase to U.S. 93) .
All other recommendations-nen`doned it the initial r port submitted or, February 3, 1`'997 :are a1s•a incomorated in this
phasing option with the exception of the street fighting option which has been revised in the cost estimates.
iale= be advised that the quantities and zosts presented are approximate, especially rght-of-w.a,r acauisidon ar;d µti:it)
mlocation Costs. Once vie receive dir=dor or, the options voa ivould lik immenl-rated, use v-U oroceed %%jth the des gn
and present yru with an: accuram estimate.
If you have any questions or need more infonnation, please give me a call.
Sincerely,
ROBER'TPECCIA cat ASSOCIA.TES.
Hasham K. Abdelazi& P.E.
Project Engineer
Enclosure
cc Leith encl., Sani Naseem - h1D"T Consultant D.,sign
f:�fxigh'wa�sUneric��:�rorrespo\0?'�9?jw.ltr
FEB--.:A-97 14:47 FROM:ROBEPT PECCIA&ASSOC. ID:4OE447603a PAGE 4/11
I s auvitauvn haqa I
Preliminaj)t Estimate Comments: Curront Ap-proveip_es_ign
Project Title: North Meridian Road - Falisoell _Date 2 Feb-97
Project Number. STPU 6701 (05) Location: Flathead County
Project Length: 1.3 Kilometers Type rat Work: Grade, Gravel, PIzrrt,0;' , Curt & Gutter Sidewalk
Des. Super, Approval: D.A. Approval-:
Project Cont. Number: 2950
7"
rnq
194
M2
HEMOVE $IDEVVALK
8.301
i.61O.DT,
1.010.00
224
34760
1
MS
REMOVE CURB & GUTTER
EXCAVATION - LJROLAWFIED
12. Q 4
2.071
21697.OD"
2,697.00
71,953.00
15306
r-95-17-
Ms
SPECIAL BORROW
624!1
95,509.00
95,509.00
1273
5.4
M3
i cKM
TOPSOIL - SALVAGING & PLACING
BLUETOP STAKING
P_s�� 1
1.352201
3,297.00
11,315.3.00
3297.00
13600
2031
M3
I BASE COURSE GR SA
TOPSUAFG112A
16,671
10.731
225,362-00
1111MQ3_00
2-2.5,362.00
21,793.00
560
MT
j COVER MATERIAL GRADE $A
22,24:
112, 00
1Z464.00
16000
160
UNIT
i MT
1 HYDRATED LIME -FURNISH
I HYDRATED LIME -HANDLING
100;
6-33
16,000
16,000-00
1.013.00
10700
1 MT
1 PLANT MIX BIT SURF GR D
12.11
644
j MT
ASPHALT CEMENT' 85-100
i32.65
8F,427
$5,427.00
130
1 MT
�EMULS ASPHALT CRS-2 LATEX M
+_ 2- 2
226.90
13.614.00
$0
1 MT
LIQUID ASPHALT MO-70
193.C3::
11
1 '582.00
9wo
L
EMULSIFIED ASPHALT SS-1
0.15
440.00
i
1,440.00
200
M
SAWCUT ASPHALT
4.101
$20,60''-
820.00
41$9
.5560
M
M2
CURB & GUTTER-CONC
SIDEWALK -CONCRETE 100 imm
48.75
32.56
203,239 OW
160,578.00
203=00
180,978.00
618
M2SIDEVIALK-CONCRETE
150 rnm
43.241
26,722.00
25 722,00
22
EACH
ADJUST MANHOLES
321-491
7,073-001
T, 073.00
72
• EACH
I ADJUST VALVE BOXES
145.38;
10,467.00
10,467,00
426
M3
1 =XCAVATION CULVERT
8.67 i
3,685.00
700
M3
BEDDING MATERIAL
22.391
15,673,001
15,673.00
2040
M3
EXCAVATION TRENCH
5,281
1
10,771.001
10, 771,00
393
M
POP IRR $00-MM CLASS 3
81,431
32,002.001
32,402.00
430
M
RCP IRR 450-MM CLASS 3
107.411
45,186.00!
415086,00
798
M
1 RCP IRR 600-MM CLASIS 3
136.321
108,783.601
108,7$$.00
442
i M
POP IRR 750-MM CLASS 3
154.041
72,506.0N
i
72 L06.00
12
art
EACH I
EACH
MANHOLE - 1200-MM TYPE 3
1 INLET -STD DROP -TYPE 4
1.998231
1,077.121
23,979.00!
33,391,001
23,979,00
33,391 m
9
1 EACH
I REMOVE DROP INLETS
435.001
3,915.M
31916,00
--------
14
H
79TO'
i RESET FIRE HYDRANT
_110110�w
1
14140,001j
j
14,140.00
1.04
HA
SEEDING AREA NO I
380.14:
$75.0011I
375,00
11.27
HA
Fg"0210 A799, 51
165251
210.00
-210.00
1.04
i HA
I MULCH -WOOD CELLULOSE FIBER!
2,180-43!
2,268.00;i
2,268.00
127
i HA
I CONDITION SEEDBED SURFACE i
642971
82.00
$2.00
2349
30
M2
EACH
SODDING
I MAILBOX
4.78,
136.4$1
11,228.00
4,094-00
11,22$.00
4,094.00
10
EACH
MONUMENT & BOX
26-0.00!
2,630.0011
2,630.00
192
28$
L
L
STRIPING -WHITE PAINT
STRIPING -YELLOW PAINT i
2.931
2.781
563,00i1
7$1.00,•
53&00
731700
512
419
L WORDS & SYMBOLS -WHITE PAINT_
WORDS & SYIVIBOL$-YELLOW PAINT!
16.53,
16.53 1
�,463 .00
1,471.00
8,463.00
1,471.00
3718
51
496
M
M
M
STRIPINO-WH PLASTIC 100 MM
$TRI PING-WH PLASTIC 200 MM
aTRIPING-WH PLAO 600 MM
6.801
17.49
50-00
1
25,269 00
38,$63z0_
24,800,0011
25,26g.00
24,800,00
245
M2
1 WORDS & SYMBOLS-WH PLASTIC
32.57-F-
201,254.0011
20,254.00
$003
288
M
M
j STRIPING-YLW PLASTIC 100 MM
STRIPING-YLW PLASTIC 600 MM
6.80 i
001�00
34,632,00
14400_00
1
34,632.00
14000.001
'UNIT
SIGNING
30,000.001
30,000.00
j
3Q,QQ0.001
55
EAQH
1 LIGI-ITING
TRAFFIC SIGNALS
318,000
318,000,001
File: NMCOST03.WK4
FEB-28-37 14:48 FROM�ROBERT PECCIA&ASSOC- ID:4064475036 PAGE 5/11
W4 :-Fge z
.PreliminaI)t Estimate Comments: Curre it Approved Design
Project Me: North Maddian Road - Kalls-w-11 Date 215-Fgto-97
Project Number. STPU 6701 Location: Flathead County
ix, Curt & Gutter_ Sidewalk
eGravel, Plant M,
Pmjeot Length: 1.8 Kilometers i yn , Work: Grarie
Des. Super. Approval: D.A, Approv&L:
Dmiect Ccxvt. Number: 2950
A
1 UNIT
VAHO
25,000.CQ.
25,000.00
;
9-51000,00
UNIT
TWO M ILE
160,000.00
UNIT 1
LIBERTY
125,000.0W
igl-000-00
UNIT
74REE MILE
1 150.WM i
150,000,OWI
UNIT 1
U.S. M,
.25.000,00:
25,000-001
25,000.02
Subtotai
2.512.339.00
2,612,339.00
i
10% MObIliZatiOn
Subtotal
261 =-4.Wo i
2,763,573M 1i
251,234,00
2,763.5-MOO
2096 TraffIC Control
552,715.001
5,52t715,01D
100,(" corkst. eng.
276,3.57.00
276,357M
'50% Conti, g2ncv
414,536.00
414,556.00
Total C:>n
4,00711$1.00
2.5 ACRE
I
Ri2ht of way
I 2177$00.()C�
544,500,00
I 11NIT
I
Utility Relocation
00,000.00!
100,000.0W
100,000-00
Total ProiectCost.651,fi31.00!
4,651,681.001
FES-26-97 14:4S FROM:ROBERT PECCIA&ASSOC. IDt4084475036 PAGE 6/11
y1untalla vEtparum_,rlt (--I I rage I
diminaEstimate Comments: Reduced Cost Design
Project TM6: North Meridian Road - Kallsoe(J pate 28-17a4-97
Project Number. STPU 6701 (05) Location: flathead Coun
Project Length: 1.6 Kilon*ters _—Type of Work: Grade, Gravol, Plant Mix, Curb & Gutter, SlOowaR
L)es, SWer- Approval: D.A. Approval.:
proje,ot Cont. Number 2950
. ... .... ...
U.
rx, 1!
N 'N"AVE!v, A-ev"';
n
t ".4
FP -0001 . ............ ... .
Nit ;m,
P", 4
194
N12
REMOVE SIDEWALK
8.301
1,610.00,! j
1,610.0.0
224
M
REMOVE CURB & GUTTER
12.041
2,697-00 !'I
Z697.00
29760
?As
EXCAVATION - UNCLASSIFIED
2.07
- -
61,60$001
61,603.00
3348
IA3
SPECIAL BORROW
6.214 i
83,232,00 i
83,292.00
12-73
M3 i TOPSOIL - SALVAGING & PLAC;NG
2.69
3297.00
8.4
BLUETOP STAKING
1,35220!
1,35$-001
11.358.00
M3
BASE COURSE GR 6A
16_5 7
1,47,4-32,00'
x
197,432.00
1813
E,43
TOP SURF GR 2A
10.73!
1945
T_
19,45S.00
— 498
MT 7'
COVER MATERIAL GRADE 5A 7
6224
11,076.00.11,076.00
14200
UNIT
HYDRATED LIME -FURNISH
1.00 14 200�O(Y,
14,200-00
MT
HYDRATED LIME -HANDLING 1
6,331
859.001
899.00
SSW
tdiT
��NT MIX BIT SURF GR D
12,1,t I
117,0$6.00d
117,0W.00
557
Mi
ASPHALT CEMENT 85-100
182.65 1
73,886 0011�
73,8W.00
53
MT
EMULS ASPHALT ORS-2 LATEX MOD 1
226,901
12,026.00
12,026.00
50
8132
MT
i L
LIQUID ASPHALT MC-70
EMULSIFIED ASPHALT_ $$-1
193.031
10.15,
1.227.00
9.e52.00
1,227-00
200
M 1
SAWCuT ASPHALT 1
4.10;
$20,001
820.00
410
CURB & GUTTER-CONC ..........
... .. 48.75;
203,239.00 1,
203,239-00
5560
M2
SIDEWALK -CONCRETE 100 rnrn
3255
80.978.00
i
80,976-00
618
M2
SIDEWALK -CONCRETE 150 mri.
A3.241
26,722.00 ji
26,722.00
22
EACH
ADJUST MANHOLES -7
321.491
1.07*3.,X i
7,073.00
,2
EACH
ADJUST VALVE BOXES
145.381
10,457.001
10.467.00
—
42,5
M3 1
-1-1.,
OVATION CULVERT
0.
a.$!"
3885.00
00
700
3
BEDDING MATERIAL
22,39
15575.00!
15,673.00
. ..... ......
2040
. . .... 4
i Ma
EX0AVATIQN TRENCH
528:
10,771.0011
10,771.00
393
1 M
ROF IRR 300-MM CLASS 3 j
31.43'
32,002.00;
—32,0i32.00
430
1 KA
RCP IRR 450-MM CLASS 3
107.411
4$,1$$_00 1
46,186-00
798
M
RCP IRR 600-MM CLASS 0 1
136.321
108,783.004
108,783.00
442
M
RCP IRR 750-MM CLASS 3
164.04;
72,506.001
1
72,506.00
12
EACH 1
MANHOLE - 12DD-MM TYPE 3
119982$ i
23,979.0
23,979.00
31
EACH i
NLETSTD DROP -TYPE 4
1.077A 2.
33,391.00
11
33,391.00
0
EACH I
REMOVE DROP INLETS
435.00
3.915.00
1
V�H111
RESET FIRE HYDRANT
1,010.00
14,140 M
1,
14,140-00
375.00
1.04 HA I §125DING AREA NO 1
360.14 375.0011
1.27
HA
FERTILIZING AREA NO 1
165.251
210.00
1,04
HA
MULCH - WOOD CELLULOSE FIBER
1
2,180-431,
2.268.0011
2,j28.00
00ND1110N SEEDBED $URFACE
64,271
82-0W
$2.00
23g9
M2
1 SODDING
4.78
11228.00I11,228.00
30
EACH
MAILBOX
�.
136.4-51
4,094.00
4,094.00
10
1
EACH
.
I ONUMENT & BOX i
263.001
)
192
L
STRIPIR-WHITE PAINT r-2.931
563.0011
563.00
263
89
L
j_
STRIPING -YELLOW PAINT
8 & SYMBOLS -WHITE PAINT i
VIC)RDS & SYMBOLS -YELLOW PAINT'
2.73 731.001
I uzsl 8,463.00
.00
71.00
. . . .....
267
. .......
i L
STRIPING -WHITE EPDXY
7.00
1AW010,
1,869.00
66-4---7
L
WORDWSYMBOLS-WHITE E_R_�5�
32.90
21.846.1
21.8",00
366
L
STRIPING -YELLOW EPDXY i
7-00 i
2.,00
562
124
1
L �%v-,ISYMBCLS-YELLOW EPDXY I
1 UNIT 1 SIGNING
32.9D 1
w,000_50 I_
4,0$0.001
30 00Q.00I
4,080.00
30,W0,00
22
i EACH I LIGHTING
6,000.00
182,000. 0!0
132,000.00
I'RAFFIC SIGNALS
i UNIT I IDAHO
UNIT TWO MILE
25
Rio: NMCOST04NVK4
FEfl-26-97 14:50 FROM:ROBERT PECCIA&ASSOC. ID:40E4475036 PAGE 7/11
.11 V1:11U UGf./<il ,11C1 ,1 VI <11J,lt:itU t.yl, I al{CL
Pf_ G'riM._1 Cif Estimate Comments: Reduced Cost Desigrt
Project Title: North Mendian Road - Kalispell Date 28-Feb-97
Project Number. i U 6701 (05) Locatibn: Flathead County
Project Length: 1.8 Kilometers Type of Work, Grade. Gravel, Plant Mix, Curb & Cutter Sidewalk
Des. Super. Approval: _ D.A. Approval.:
:::�rnipm Cnrl. Nttmhar. ?4.5f1
.x}lkzt3
UNIT
LIBERTY
UNIT
THREE MILE
t30,00fl.00 i �-
1 UNIT
I U.S. 93
25 000.001 25,000,0011
25,000.00
5ubtotai
1,685,565.00li
1,689 565.00
i 100/, MpE>ilizatiort
163 957.00 �—
168,957,OD
Subtotal
20% T raffIc Coritrol
371 704.00 i'
371,704.00
10%. Const. ECtg:..
1$5,852 00 .
185,852.00
15% Contingency
Total Construdon fast
278,77$.001
2,694,$56 001i
J 278,T78.00
i 2,694,856.00
II
ACRE
Right of way
217,800M
392,040.00,1 �._T.
392.040.00
t UNIT.L
Utility R".10ratior,
!" Total Project Cwt
tad 000.001 100,000-QO'
3.186,896 00
100,000.00
3,186,896.001
File: NMCOST04.WK4
FES-26-S7 14:S0 FROM:ROBERT FECCIA&ASSOC. ID:406447S036 PAGE 8/11
iviQmaria ,- i rage I
PraflminalU Estimate Comments: Constimuction Phassing Option
Project Title. North Meridian -Road - Kallapell Date 28-Feb-97
Project Number. STIPU 67C11 (105111 Location: Flail -mad Count),
Projact Length: 1.3 Kilometers Type of Work: Grade, Gravel, Plant Mix, Curb & Gutter, Sidewalk
Des. Super. Approved: D.A. Approval.,
Project Cont. Number- 2950
1V
N M
5 74 "imw
194
M2
REMOVE SIDEWALK
8.30 i
1.610.011!
1,610-00
224
M
REMOVE CURS & GUTTER
12.041
2.,397.0Y;
2,697,00
EXCAN/A-DON - UNCLASSIFIED
2.071
40,017.00!'
40,017.00
891
M3 SPECIAL BORROW
1 m3 TOPSOIL - SAI:VAGINCZ a PLACING
5.241
$3,292.00
2,808.00
5,4
CKM
BLUETOP STAKING
1.352.20 1
7,302.031i
7,302-00
8846
M3
BA9E COURSE T. �5A �11
16-57i
14i5,57a -OD
146,579.00'
1384
_M3 ^
TOP SURF QR 2A
—10.731
14,850.00
14,850.00
378
PIT
COS ER MAT ERIAL GRADE 5A
22.241
8,407.00
i
M-07-00
10700
UNIT I
HYDRATED LIME -FURNISH i
1.001
10,700.00
10,700.00
107
MT
I HYMATED LIME -HANDLING
65;3
7-
677.00
7312
MT
PLANT MIX BIT SURF GR D
12.1 i
88.948.001
416
-MT
I ASPHALT CEMENT 85-100
132.65!
55,182.00
55,182.00
39
L MT
I EMULS ASPHALT CRS-2 LATEX tll-OD;
226.Q01
8,849.00
8,849.00
MT
LIOUID ASPHALT MC-70
193.M!
7,,M.00
7M5.G0
38
608
0
m
EMULSIFIED ASPHALT SS-1
SAWCUT ASPHALT
0.151
4., 16
131.00
'32,0.001i
,
93T.00
820-00
-2869
M
CURB & GUTTER -CUBIC-
49.75
139,864.001
139,364.00
3720
M2
SIDEWALK -CONCRETE 100 mm
22,56 i
12 7,086.00
121 10883.00
378
m2
SlDaVALK-CONCRETE 150 mm
43.241
16,345.00
16,345.00
17
EACH
1 ADiusT MANK'OL S
321 A91
5.465.00
5.465.00
60
EAQH:l AMUST VALVE BOXES
145.381
3,723J00
1
8,723-00
4254
i M3
EX AVA I N CULVERT
8.671
0"685-00i
3,685.00
300
1440
--.,m3
ma
—5r::)DING MATERIAL
:-:XCAVATION TREINC-H
22,391
$281
11,195.00:i
7,603 rIM
11,195.00
7,603.00
310
m
RCP IRR 300-MIM CLASS S
31 43, 2"'942,60!
1--
i
25243,40
798
442
m
--FA 7
m
RCP IRR 46C-VM
RCP IRR 6004,1M CLASS 3
I RCP IRR 750-MM CLASS 3
107Al!
I36-32,
1
i U.04 i
�
72,506.001f
'1�
h
108,783.00
72,506-00
17,084,00
��iACH MANHOLE - 12004AM T'?E 3 17,984.00,
25
EACH:
iNLET-STD CROP -TYPE 4 -7-
1,C77.1 2
2-5.928.001i
26.925.00
9
- -----
EACH REMOVe DROP INLETS3,915.00
430.001
3,91E.0c)
3
EACH RESET FIRE HYDRANT
1,C1Q.Q61
3,080
0,73-----7
HA
SEEDING AREA NO 1
360.141
263.00!i
283-00
0-89
HA
1 FERTILIZING AREA NO 1
7F,525
147.00
11
147.00
0.73
HA
MULCH - WOOD CELLULOSE FIBER
2,180.43 i
1,592.0011
I
1,592.00
0.89
HA
CONDITION $EEDBE-D SURFACE
64271
.57.0011
57.00
2349
M2
SODDING
4,781
11228.001
11,228.00
19
7
EACH MAILBOX
EACH!— MONUMENT& Box
136,461
263-00 i
2,61a3-00
1,841.001
1
2,593.00
150
217
L
L
1 STRIPING -WHITE PAINT
STRIPING-YELLOW PAINT
2 93' 4Q,00
21 %
t �7 i 603-00ii
440.00
$03.00
348
L L
WORDS & SYMBOLS -WHITE PAINT I 16.531
5,752.00
i
5,752-00
53
1 L
;WORDS & SYMBOLS -YELLOW PAINTI_
6,531
976.00
209
122
L
STRIPING -WHITE EPDXY 7-001
WORD$/$YMF5CTVMTF EPDXY i $2.90
1,463.00
4,014.001
4
1,463.00
4,014.00
302
L
STRIPING -YELLOW EPDXY
7,00 1
2,114,0011
2,114.00
�4
�'W?�ROS/SYMBOLS-YEL LOW EPDXY
Z'2- —F
2,435-0011
2,485-00
954
M
3fK11[NU-WH1t;ZQUF%AM
17.49 i
1$1686-00
il
i
16,685.00
223
PA
S-AtPIMG-WH PLASTIC 600 MM
50-00 !
11. 150.00
1
11,150.00
---
1
M;?
PLASTIC 7 82.671
WORDS & SYMBOLS-WH PLA-T
14,385.00
14,5135-00
UNIT
EACH
SIGNING 20000.001
LIGHTING6"000
20,000.00
0,00
File: NM005T05.1VK4
FEB-26-97 14451 FROM:ROBERT PECCIA&ASSOC. ID:406447SO36 PAGE 9/11
2-LeEimium-Estimate Comments: (,-orstriction Phasing Option
Project Title: North Meridian Road - Kaliwell Date 28-Feb-97
Project Number: S T PU 6701 '05) Location; Flathead County
Project Length: 1.8 Kilometers Type of Work: -f3-rade, Gravel, Plant Mix, Curb & Cutter. sidewalk
Des. Super. Approval: O.A. Approval.,
Project Cont. Number: 2950
jN
N a
I'a—��L" r'i6,1 rj1-F5
Q-,*
As
41 mm RV3113 STEEL CONDUIT
W
' �g
A
17,23
1
44362.001
vO
2400 M
5
EACH
I PULL BOX - CONCREFE TYPE 1
203.67
1,01$.001
i 17013-00
TRAFFIC SIGNALS
I
UNIT
'DAHO
25,000.0C
i
25,000-00:
25.000.00
UNIT
TWO MILE
10,000.00
i
UNIT
j LIBERTY
10 000.00
i
UNIT
THREE MILE
10,000.001
UNIT
U.S. 93
25,OW.00, 1
=Co
M
41 rrrnRIGID STEEL CONDUIT
17. 23
20,676.001�—`
20,678.00
170
I M
53 mm RIGID STEEL CONDUIT
26.72
4,882.
4,882,00
102
M�75
mm RIGID $TE;-=L CONDUIT
56.961
5,810.00 i
5,810.00
16
1 EACH
1 PULL BOX - CONCRETE TYPE 1
203.677
3 259.0E 1
3,269.00
Subtotal
1,257,143.00
1,257,143.00
10% klobikza,-17—,�
125,714,00
Subtotal
1,3824%57. -0
20% Traffic Control
278-571.
276,571.00
10% Const. En
I s% c2tmn
i
138,2$6,00!1
13$114186.00
20742900
TQtat Construction Cast
2,005,143. W1
1.6
ACRE
I
Right of way
217,800.00,
34.8,4MOQii
348A80,00
i
UNIT I
Uflity Relocaflon
160,000.50,
10()00040ij
I Total Project Cost
2,453&23.00!1
2.453,623.00;
FIIG: NtAC0ST05,wK4
FES-26—S7 14z52 FROM;ROBEFT PECCIA&ASSOC. ID140S447S03S PAGE 101/11
Prelimin sign tknAt - Cnmmems: Phase 2 j?fires Mile to V.s_
Project TWO: North Meridian Road - Kalispell Date Feti-97
Project Number: STPU 6701 (05) Location: l=flathead County
Plan
t nt Miv, Curb& Gutter, Sidawak
Project Length: 1,8 Kilomstors type of' Grads, Gravel
Des. Super- Approval: D.A. Approval.:
Project Cont. Number 2-050
MKM; v' M, Ra vg2N
REMOVE SIDEWALK
8,301
MvIeleM2
M 1
REMOVE CURB & GUTTER
11-041
10428
%13
EXCAVAT [ON - UNCLASSIMED
2.071
SPECIAL BORROW
6.241
$82
M3
TOPSOIL - SALVAGING & PLACING I
zz:ii I
989-OW:
9ag.00
3
CKM
Lt,l.UF-70P STAKING i
1,3S220 I
4,OS7.00' 1
4,057.00
3069
Ms
BASE COURSE GR 5A
16.6571
501863.00!1 I
50,853.00
429
%43
70P SURF GR 2A
10.731
4,$03.00!JJ
120
MT
COVER MATERIAL GRADE 5A
22.241
2,1869.001
2,669.00
3500
UNIT
i HYDRATED LIME -FURNISH
1,001
3,500.00!
3,500.00
35
MT
HYORATED LIME-HANDJNG
8.331
222.00ii�
222.00
2354
MT
PLANT MIX BIT SURF GR D
.117—
1:--
28,-,07.00
L
28,507.00
141
MT
ASPHALT GR4ENT 35-100
132.65
18,704.0011
18,704.00
14
1 NiT
eMULS ASPHALT CRS-2 LATEX MOD
-->W.90
i
il
1974
MT
L
LIQUID ASPHALT NIO-70
EMULSIFIED ASPHALT SS-1
193.031
0-I5!
2,31:00.':
29 .001
2,316,00
296.00
M
SAWCUT ASPHALT
4.10:
1500
M
CURB & GUTTER-CONC
48.75.
63
63.375.00
1940
j M2
SIDEWALK -CONCRETE 100 mm
32-51
59,592-000
591892,00
240
M2
81DEVVALK-CONCRETE 150 Mm
43.24!
10,378.001'
10,378.00
.5
EACH
ADJUST MANHOLES
321.49;
1,607.001
1,607.00
12
EACH
ADJUST VALVE SOXES
145-$8 i
1,746.00
~
1,745,00
M3
i EXCAVATION CULVERT
5.871
200
M3
BEDDING MATERIAL 7
22.391
_.a,47811,20
4,478,00
600
M3
EXCAVATION TRENCH
5-12$1
3,1e8,00
$.1$8.00
83
M
RCP IRR 300-MM CLASS 3
31.49
6,759.00
6,759.00
430
M
RCP IRR 450-MM CLASS 3 1
107.411
46166,0
,
46,186,00
ti
RCP IRR 60()-MM CLASS 3 i
1$6.32 i
M
i RCP IRR 750-MM CLASS 3
164.04
3
EACH
1 MANHOLE - 1200-MM TYPE
1,993-231
5,99$.00'
EACH
INLET-SrD DROP-71PE 4
1,077, 1 '?1
6,4630-00,
1
6,463.00
6
0.31
EACH
EACH
HA
I REMOVE DROP INLETS I
I RESET FIRE HYDRANT
SEEDING AREA NO 1
435,00
1,010.001
360.14,
I'
6,060-001
112.00,7---1
I
1
6,Qw,Q0
112.00
0.33
MA
F RTILMNG AREA NO
165.251
63-02i
i
63.00
�5-31
HA
!
1 MULCH - WOOD CELLULOSE FILERt
2,1 80.AsI
$Tf?. Oi
676,00
0.38
HA
1 CONDITION SEEDBED SURFACE
64.271
24.0011
24-00
M2
SODDING
4.75
11
3
EACH
EACH
MAILBOX
MONUMENT & Box
138.451
263-00
1,501.001
789,006
1,501-00
789.00
66
L
STRIPING -WHITE PAINT
2.93
1 q3 00,
193.00
83
L
SMIPIMG-YELLOW PAINT i
2.781
231,0011
231.00
-'41 I
I L
WORDS & ---YMBOLS-WHFI-E PAINT i
16.531
2,331.00
2,341.00
22
1 L
"WORDS & SYMBOLS -YELLOW PAINTi
io:�).53
i
364.00.1:
864.00
Va
L
STRIPING -WHITE EPDXY
7.00
510
1
661,00
68
1 L
I'VORMSYMSOLS-WHITE EPDXY
32.90
2,237MIJ
1
i
2,237.00
115
L
STRIPING-YELLOV;f EPO)Cf
7,001
305.0011
L
WORMSYMBOLSYELLOW EPDXY7
987,00!
987,00
223
1 M
STRIPING-WH PLASTIC 200 MM ;;
17 * 491
3,9M.0011i
-31900-00
89
M
STRIPING -NH PLA�RTICeOOMt,4--I-
50m 1
3,450,001!
3,450,00
39
M2
WORDS & SYMBOLS-WH PLAST IC
32,67
7,M8.001i
7,358.00
1
UNIT SIGNING
10.000.001
10,000.00
EACL4;-
Lf,MT1 K(�
6.000.00 1
11
File: NMC0'-,T06.WK4
FES-26-9-,' 14:S3 FROM:ROBERT PECCIA&ASSOC. ID:406447SO36 PAGE 11111
—'' iIt Al sd UGVJC. I U I tt, t! t UI i I1C IO Uitd LAl fi I -age.?
PreiiminaU Estimate C^rnrnents: °rase 2 (Ti,ree Mile to U.S, 9$)
Project T9t1&1 North ttMendian Road - Kalispell Cate ZPFen-97
Project Number. ST U 6701 (05) Location: Flathead Cou ,tv
Project Length: 1.8 Kilometers _—+Yf~e bf k�lcsrtc: grade, Gravai, Pt n: C�iPx, t ury ; a tar, idswa;k
Des. Super, Approval: C.A. Approval -
Project Cont, Number, 2950 -
Will
! ! h. !'� r\ B 1 �' d�'
t M
5,� b 2,,
xy _ 4 3 ✓1 � a kA � I? Y � � P�
s..,
1200 M
41 mm RIGID STEEL CONDUIT
17.23
20,676.00 _
20,8'6,00
2 EACH I
PULL BOX - CONCRETE TYPE 1
203.87'
-07.00!i
477.00
j
TRAFFIC SIGNALS
-
UNIT I
!DAHO
25,000.00'
UNIT
TWO MILE
10,40{ .OQ
UNIT ,
L iBERTY
10,000,001
�
UNIT j
THREE MILE
10,000.04;
1 UNIT
M
U.S. 93
41 mm RIGID STEEL CONDUITj--
25,0�4.00 ! 25,000.00
!�
25.000,00
M
53 mm RICO STEEL CONDUIT
26.72 -
V
75 mm RIGO STEEL CONDUIT
56.961
EACH
PULL BOX - CONCRETE TYPE 1
2013.57
Suatota!
439,340.00
'
4$9,340.00
100/, Mobilization
3$34.00
43,934,00
}
ubtotal
483,Gt4.00
-�
483,2'4.00
20% Traffic Carltroi
96,655.00
10% Oonst- Gn _
48,$27.00
48 327.00
15°'1. Cordi C11
72,491.00,
i2;49i-40
ctai Gonstrugotion Cost
7�7f3,74T_7.{i
��
700,747,00
ACRE i
Ri ht of way
217,300-00 1j-
UNIT
Utility Relocation
100.000.00:
TOW Project Cost
700,747001
7DQ,747.00,
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ROBERT
PECCIA
& ASSOCIATES
Civil, Transportation
8t Environmental
Engineers
Mr. John Wilson, P.E.
Assistant City Engineer
City of Kalispell
P.O. Box 1997
312 First Avenue East
Kalispell, MT 59903-1997
Subject: STPU 6701(05)
North Meridian Road - Kalispell
Control No. 2950
Dear John:
February 3, 1997
This letter and attachments explain ways to reduce construction and right-of-way costs on Meridian Road. MDT has
expressed concerns that the current cost estimate to build the project is extremely high and cannot be achieved based on
the available funds for the project. Based on conversations with MDT the current urban funds available to reconstruct
the project are approximately $1.19 million. Annual allocations to the fund which take effect in October of every year
are estimated at $277,000. On February 1, 1999, which is the letting date for Meridian Road reconstruction, the available
funds will be approximately $1.74 million.
The current Scope of Work for the project shows construction costs, including right-of-way acquisition and utility
relocation in the amount of $4.43 million in 1996 dollar figures (See attached Cost Estimate). Indexing a 3.0% inflation
rate increases construction costs to about $4.70 million in 1999 dollar figures, which is $2.96 million higher than the
$1.74 million available funds. With the current $277,000 annual allocation amounts, the additional $2.96 million would
be achieved in 10 years or the year 2009.
Following are options that would assist in reducing costs to build the project:
I. Eliminate on -street bike lanes
Currently, the scope of work calls for two 1.5-meter bike lanes the entire length of the project measured from the edge
of the driving lane to the curb flow line. The 1.5-meter bike lanes consist of 1.05 meters paved section and 0.45 meters
curb section. Eliminating the bike lanes and leaving a minimum 0.6-meter curb offsets from the edge of the driving lane
to the pavement edge reduces the shoulder width by 0.45 meters on each side. The quantity reduction and cost savings
are as follows:
Item Quantity Cost Total
Plant Mix Gr. D
457 Tons
$12.11
$5,534
Cover Gr. 5A
24 Tons
$22.24
$534
Cr. Top Surf Gr. 2A
83 m'
$10.73
$891
Cr. Base Course Gr. 5A
517 m3
$16.57
$8,567
Asphalt Cement 85-100
28 Tons
$132.65
$3,714
Prime MC-70
3 Tons
$193.03
$579
Seal CRS-2 Latex Mod.
3 Tons
$226.90
$681
Tack SS-1
383 Liters
$0.15
$58
Special Borrow
648 m3
$6.24
$4,044
Hydrated Lime Handling
7 Tons
$6.33
$44
Hydrated Lime Furnish
700 Units
$1.00
$700
P.O. Sox 5653, 825 Custer
Helena, Montana 59604
(406) 447.5000
FAX (406) 447-5036
RPA-H Ln. corn
Unclassified Excavation 2000 m3 $2.07 $4,140
Total Savings $29,486
II. Eliminate the eastern paved and striped section from Husky to Wyoming
From Idaho Street to Wyoming Street the typical section width is sufficient for five lanes. From Husky Street to
Wyoming Street, however, the eastern northbound lane is striped to provide one northbound lane, to maintain consistency
within the typical section width and avoid tapering the curb and gutter (see attached signing plans). If the aforementioned
lane is removed, the following savings in materials and costs can be realized.
Item Quantity Cost Total
Plant Mix Gr. D
336 Tons
$12.11
$4,069
Cover Gr, 5A
17 Tons
$22.24
$378
Cr. Top Surf Gr. 2A
61 m3
$10.73
$655
Cr. Base Course Gr. 5A
367 m3
$16.57
$6,081
Asphalt Cement 85-100
20 Tons
$132.65
$2,653
Prime MC-70
2 Tons
$193.03
$386
Seal CRS-2 Latex Mod.
2 Tons
$226.90
$454
Tack SS-1
282 Liters
$0.15
$42
Special Borrow
734 m3
$6.24
$4,580
Hydrated Lime Handling
5 Tons
$6.33
$32
Hydrated Lime Furnish
500 Units
$1.00
$500
Unclassified Excavation
1500 m3
$2.07
$3,105
Total Savings
$22,935
III. Pay for separated and paved bike path and its right-of-way with CTEP funds `
Although the separated bike path will be built at the same time as Meridian Road, the cost to build the path and acquire
any needed right-of-way may be absorbed by CTEP funds, depending on available CTEP funds. Approximately $11,000
in materials and $154,000 in right-of-way acquisitions are required for the bike path.
Item Quantity Cost Total
Plant Mix Gr. D
247 Tons
$12.11
$2,991
Cover Gr. 5A
0 Tons
$22.24
$0
Cr. Top Surf Gr. 2A
0 m3
$10.73
$0
Cr. Base Course Gr. 5A
341 m3
$16.57
$5,650
Asphalt Cement 85-100
15 Tons
$132.65
$1,990
Prime MC-70
2 Tons
$193.03
$502
Seal CRS-2 Latex Mod.
0 Tons
$226.90
$0
Tack SS-1
413 Liters
$0.15
$62
Special Borrow
0 m3
$6.24
$0
Hydrated Lime Handling
0 Tons
$6.33
$0
Hydrated Lime Furnish
0 Units
$1.00
$0
Unclassified Excavation
0 nt3
$2.07
$0 _
Total Savings
$11,133
IV. Reduce TWLTL width (Requires MDT approval)
Trucks on Meridian Road constitute 6.8% of the total volume with all trucks being 46%. Design standards require 5.0-
meter wide TWLTL on roadways with high truck volumes. Assuming a minimum width of 4.2 meters is approved by
MDT Traffic section, a 0.8 meter reduction in roadway width and $25,000 savings in materials can be achieved.
Item Quantity Cost Total
Plant Mix Gr. D
406 Tons
$12.11
$4,917
Cover Gr. 5A
21 Tons
$22.24
$467
Cr. Top Surf Gr. 2A
74 m3
$10.73
$794
Cr. Base Course Gr. 5A
460 m3
$16.57
$7,622
Asphalt Cement 85-100
24 Tons
$132.65
$3,184
Prime MC-70
2 Tons
$193.03
$386
Seal CRS-2 Latex Mod.
2.4 Tons
$226.90
$545
Tack SS-1
340 Liters
$0.15
$51
Special Borrow
576 m3
$6.24
$3,594
Hydrated Lime Handling
6 Tons
$6.33
$38
Hydrated Lime Furnish
600 Units
$1.00
$600
Unclassified Excavation
1500 m'
$2.07
$3,105
Total Savings
$25,303
V. Use epoxy pavement markings instead of thermoplastic
The cost to stripe the project with thermoplastic pavement markings is approximately $158,000. The cost of striping
the project with epoxy pavement markings is about $30,000. Cost savings of $128,000 can be realized -by using epoxy.
VI. Provide lighting at intersections only
In order to provide street lighting the entire length of the project, approximately 30 light poles would be required. The
cost of materials is $180,000. Providing street lights at intersections only would reduce the required number of light
poles to 8 and reduce the cost to $48,000, which saves $132,000 in materials.
VII. Eliminate traffic signals
Eliminating the proposed traffic signals at Two Mile Drive, Liberty Street and Three Mile Drive would save about
$425,000.
When taking into account all the items mentioned above the overall cost of the project including right-of-way acquisition
and utility relocation will be $3.05 million in 1996 dollars compared to $4.43 million. This cost would be about $3.24
million in 1999 dollars when using a 3.0% per year inflation.
Please be advised that the quantities and costs presented are approximate, especially right-of-way acquisition and utility
relocation costs.
If you have any questions or need more information, please give me a call.
Sincerely,
ROBERT PiECCCIA & ASSOCIATES
Hisham K. Abdelaziz, P.E.
Project Engineer
Enclosure
cc with encl.: Sam Naseem - MDT Consultant Design
f:lhighways\meridian\correspo\0I 3197jw.ltr
Montana Department of Transportation
Pag
Preliminary Estimate Comments: Current Approved Design
Project Title: North Meridian Road - Kalispell Date 30-Jan-97
Project Number: STPU 6701 (05) Location: Flathead County
Project Length: 1.8 Kilometers Type of Work: Grade, Gravel, Plant Mix, Curb & Gutter, Sidewalk
Des. Super. Approval: D.A. Approval.:
PrniPrt Cont. Number: 2950
Avera e.Bid:Prices
QJstrict.UnitPrices , w:. .:
Quantlty0
lunitZ.
Description
H
Unit Prices
2 4fnount
;;Unit Prices
c Amount
Dollars. -
Cloilars
Diillars
r,.Dollars.:
194
224
34760
15306
1273
M2
M
M3
M3
M3
i REMOVE SIDEWALK
REMOVE CURB & GUTTER
EXCAVATION - UNCLASSIFIED
SPECIAL BORROW
i TOPSOIL - SALVAGING & PLACING
8.301
12.041
2.071
6.241
2.59
1,610.0011
2,697.0011
71,953.0011
95,509.0011
3,297.0011
1,610.00
2,697.00
71,953.00
95,509.00
3,297.00
8.4
CKM
1 BLUETOP STAKING
1,352.20
11,358.0011
11,358.00
13600
M3
1 BASE COURSE GR 5A
16.57
225,352.001
225,352.00
2031
M3
I TOP SURF GR 2A
1 10.73
21,793.001
21,793.00
560
MT
COVER MATERIAL GRADE 5A
22.24
12,454.001
12,454.00
16000
UNIT
HYDRATED LIME -FURNISH
1.00
16,000.001
16,000.00
160
MT
I HYDRATED LIME -HANDLING
6.33
1,013.001
1,013.00
10700
MT
PLANT MIX BIT SURF GR D
12.11
129,577.0011
129,577.00
644
MT
I ASPHALT CEMENT 85-100
132.65
85,427.0011
85,427.00
60
MT
1 EMULS ASPHALT CRS-2 LATEX MOD
226.90
13,614.0011
13,614.00
60
MT
LIQUID ASPHALT MC-70
193.03
11,582.001
_ _ 11,582.00
9600
L
EMULSIFIED ASPHALT SS-1
0.15
1,440.001E
1,440.00
200
M
SAWCUT ASPHALT
4.10
820.001
820.00
4169
M
CURB & GUTTER-CONC
48.75
203,239.001
_ 203,239.00
5560
M2
SIDEWALK -CONCRETE 100 mm
32.55
180,978.0011
180,978.00
618
M2
SIDEWALK -CONCRETE 150 mm
43.24
26,722.0011
26,722.00
22
EACH
ADJUST MANHOLES
321.491
7,073.001
7,073.00
72
EACH
I ADJUST VALVE BOXES
145.38
10,467.001
10,467.00
425
M3
I EXCAVATION CULVERT
8.671
3,685.001
3,685.00
700
M3
BEDDING MATERIAL
22.39
15,673.0011
15,673.00
2040
M3
EXCAVATION TRENCH
5.28
10,771.001
_ 10,771.00
393
M
RCP IRR 300-MM CLASS 3
81.43
32,002.00
32,002.00
430
M
RCP IRR 450-MM CLASS 3
107.41
46,186.001
46,186.00
798
M
RCP IRR 600-MM CLASS 3
136.32
108,783.00
108,783.00
442
M
RCP IRR 7507MM CLASS 3
164.04
72,506.001
72,506.00
12
EACH I
MANHOLE - 1200-MM TYPE 3
1,998.231
23,979.001
23,979.00
31
EACH
INLET -STD DROP -TYPE 4
1,077.121
33,391.001
33,391.00
9
EACH
REMOVE DROP INLETS
435.00
3,915.001�
3,915.00
14
EACH
RESET FIRE HYDRANT
1,010.00
14,140.00
14,140.00
1.04
HA
SEEDING AREA NO 1
360.14
375.0011
375.00
1.27
HA
FERTILIZING AREA NO 1 1
165.25
210.001
210.00
1.04
HA I
MULCH - WOOD CELLULOSE FIBER
2,180.43
2,268.001
2,268.00
1.27
HA
CONDITION SEEDBED SURFACE
64.27
82.001
82.00
2349
M2
SODDING
4.78
11,228.001
11,228.00
30
EACH I
MAILBOX
136.45
4,094.0011
4,094.00
10
EACH
MONUMENT & BOX
263.001
2,630.001
2,630.00
192
L
STRIPING -WHITE PAINT
2.93
563.0011
563.00
263
L
STRIPING -YELLOW PAINT
2.78
7317007
7731.00
512
L
WORDS & SYMBOLS -WHITE PAINT 1
16.53
8,463.001
8,463.00
89
L
WORDS & SYMBOLS -YELLOW PAINTI
16.53
1,471.001
1,471.00
3716
M
STRIPING-WH PLASTIC 100 MM
6.80
25,269.001
25,269.00
2222
M
STRIPING-WH PLASTIC 200 MM
17.49
38,863.001
38,863.00
496
M
STRIPING-WH PLASTIC 600 MM
50.00
24,800.0011
24,800.00
245
M2
WORDS & SYMBOLS-WH PLASTIC
82.67
20,254.0011
20,254.00
5093
M
STRIPING-YLW PLASTIC 100 MM
6.80
34,632.0011
34,632.00
288
M
STRIPING-YLW PLASTIC 600 MM 1
50.001
14,400.001
14,400.00
1
UNIT I
SIGNING
30,000.00
30,000.001
30,000.00
30
EACH
LIGHTING
6,000.00
180,000.001
180,000.00
TRAFFIC SIGNALS
rti_. nia��r�nrnn ,.0
Montana Department of Transportation
Pag
Preliminary Estimate Comments: Current Approved Design
Project Title: North Meridian Road - Kalispell Date 30-Jan-97
Project Number: STPU 6701 (05) Location: Flathead County
Project Length: 1.8 Kilometers Type of Work: Grade, Gravel, Plant Mix, Curb & Gutter, Sidewalk
Des. Super. Approval: D.A. Approval.:
Project Cont. Number: 2950
Quantity
Unit
Descnption
unit PrEces6
;Amount x
Emit P,ftCes
Amount-: r.>
tJoitars.,;
DQilars ;,
D`ottars_•
<,.Ciollars
1
UNIT
( IDAHO
1 25,000.001
25,000,0011
25,000.00
1
UNIT
I TWO MILE
150,000.00
1 150,000.00
...— 150,000.00
1
UNIT
LIBERTY
I 125,000.00
125,000.001�
125,0OO.00
1
1 UNIT
I THREE MILE
150,000.001
150,000.001
150,000.00
1
UNIT
U.S.93
25,000.00
25.000.001
25,000.00
Subtotal
i 2,374,339.001
2,374,339.00
10% Mobilization
237,434.0011
237,434.00
Subtotal
2,611,773.001
_ 2,611,773.00
20% Traffic Control
522,355.001
522,355.00
10% Const. Eng.
261,177.001
261,177.00
15% Contingency
391,766.001
391,766.00
Total Construction Cost
3,787,071.00
3,787,071.00
2.5
ACRE 1
Right of way
217,800.001
544,500.00
544,500.00
1
UNIT I
Utility Relocation
100,000.001
100,000.001
100,000.00
II
Total Project Cost1
4,431.571 0011
1
4,431,571.00
�,. 3
/y99 c
Montana Department of Transportation
mo
Preliminary Estimate
Project Title:
Project Number:
Project Length:
Des. Super. Approval:
Prninrt fnnt Mi imhar
Comments:
North Meridian Road - Kalispell Date
Reduced Cost Design
31-Jan-97
STPU 6701 (05) Location: Flathead County
1.8 Kilometers Type of Work: Grade, Gravel. Plant Mix, Curb & Gutter, Sidewalk
D.A. Approval.:
94-qn
Avera
a i3€d Pr€ces
District<iJn€t Prices-
Quanttty
t1n1t
5 Description
>>
Un€t<Prices <
Amount
- U.nit Rrices
Amount
Dollars, ,
Do€lars:
€tars, .
'Doi€ars• ,
194
M2
REMOVE SIDEWALK
1 8.301
1,610.0011
I 1,610.00
224
M
REMOVE CURB & GUTTER
1 12.041
2,697.0011
2,697.00
29760
1 M3
EXCAVATION - UNCLASSIFIED
1 2.071
61,603.0011
1 61,603.00
13348
M3
SPECIAL BORROW
1 6.241
83,292.0011
1 83,292.00
1273
M3
TOPSOIL - SALVAGING & PLACING
1 2.591
3,297.0011
3,297.00
8.4
CKM
BLUETOP STAKING
1,352.20
11,358.001
11,358.00
11915
M3
BASE COURSE GR 5A
16.571
197,432.001
197,432.00
1813
M3
TOP SURF GR 2A
10.731
19,453.001
19,453.00
498
MT
COVER MATERIAL GRADE 5A
22.241
11,076.001
11,076.00
14200
UNIT
HYDRATED LIME -FURNISH
1.001
14,200.001
14,200.00
142
9666
557
53
50
MT
MT
MT
MT
MT
HYDRATED LIME -HANDLING
PLANT MIX BIT SURF GR D
ASPHALT CEMENT 85-100
EMULS ASPHALT CRS-2 LATEX MOD
LIQUID ASPHALT MC-70
6.33
12.11
132.651
226.901
193.031
899.00
117,055.0011
73,886.0011
12,026-001
9.652.0011
1
_ 899.00
117,055.00.
73,886.00'
12,026.00'
_ 9,652.001
8182
L
EMULSIFIED ASPHALT SS-1
0.151
1,227.0011
1,227.001
200
M
SAWCUT ASPHALT
4.101
820.001
820.001
4169
M
CURB &GUTTER -GONG
48.751
203,239.00
203,239.00
5560
M2
SIDEWALK -CONCRETE 100 mm
32.551
180,978.001
180,978.00
618
M2
SIDEWALK -CONCRETE 150 mm
43.241
26,722.00
26,722.00
22
EACH
ADJUST MANHOLES
1 321.491
7,073.001
7,073.00
72
EACH
I ADJUST VALVE BOXES
145.381
10,467.001
10,467.00
425
M3
EXCAVATION CULVERT
8.671
3,685.001
3,685.00
700
M3
BEDDING MATERIAL
22.391
15,673.001
15,673.00
2040
M3
EXCAVATION TRENCH
1 5.281
10,771.001
10,771.00
393
M
RCP IRR 300-MM CLASS 3
81.431
32,002.0011
32,002.00
430
M
RCP IRR 450-MM CLASS 3
107.411
46,186.00
46,186.00
798 1
M
RCP IRR 600-MM CLASS 3
136.321
108,783.001
1
108,783.00
442
M
RCP IRR 750-MM CLASS 3
164,041
72,506.001
72,506.00
12
EACH
MANHOLE - 1200-MM TYPE 3
1,998.231
23,979.001
23,979.00
31
EACH
INLET -STD DROP -TYPE 4
1,077.121
33,391.00
33,391.00
9
EACH I
REMOVE DROP INLETS
435.001
3,915.001
3,915.00
14
EACH
RESET FIRE HYDRANT
1,010.001
14,140.0011
14,140.00
1.04
HA
SEEDING AREA NO 1
360.141
375.001
375.00
1.27
HA
FERTILIZING AREA NO 1
165.251
210.001
210.00
1.04
HA
MULCH - WOOD CELLULOSE FIBER
2,180.431
2,268.001
2,268.00
1.27
HA
CONDITION SEEDBED SURFACE
64.271
82.001
82.00
2349
M2
SODDING
4.781
11,228.00
11,228.00
30
EACH I
MAILBOX
136.451
4,094.001
4,094.00
10
EACH
MONUMENT & BOX
263.001
630.00
2,630.00
192
L
STRIPING -WHITE PAINT
2.931
563.00
563.00
263
L
STRIPING -YELLOW PAINT
2.78
731.00
731.00
512
L
WORDS & SYMBOLS -WHITE PAINT
16.531
8,463.001
8,463.00
89
L
WORDS & SYMBOLS -YELLOW PAINT
16.531
1,471.00
1,471.00
267
L
STRIPING -WHITE EPDXY
7.001
1,869.00
1,869.00
664
L
WORDS/SYMBOLS-WHITE EPDXY
32.90
21,846.00
21,846.00
366
L
STRIPING -YELLOW EPDXY
7.001
2,562.00
2,562.00
124
L
WORDS/SYMBOLS-YELLOW EPDXY
32.901
41080.00
4,080.00
1
UNIT
SIGNING
30,000.00
30,000.00
30,000.00
8
EACH
LIGHTING
6,000.001
48,000.00
1
48,000.00
TRAFFIC SIGNALS
1
UNIT
IDAHO
25,000.001
25,000.00
25,000.00
UNIT
TWO MILE
150,000.001
I
Fllo- ninnrnc-rn,, rnw
Montana Department of Transportation
Page
Preliminary Estimate Comments: Reduced Cost Design
Project Title: North Meridian Road - Kalispell Date 31-Jan-97
Project Number: STPU 6701 (05) Location: Flathead County
Project Length: 1.8 Kilometers Type of Work: Grade, Gravel, Plant Mix, Curb & Gutter, Sidewalk
Des. Super. Approval: D.A. Approval.:
Project Cont. Number: 2950
i UNIT
I LIBERTY
125,000.00
i
UNIT
1 THREE MILE
150,000.00
1
1 UNIT
I U.S. 93
1 25,000.001
25 000.00
25,000.00
Subtotal
i
1,605,565.00
1,605,565.00
10% Mobilization
160,557.001
160,557.00
Subtotal
1,766,122.00
1,766,122.00
20% Traffic Control
353,224.00
( 353,224.00
10% Const. Eng.
176,612.00
176,612.00
15% Contingency
264,918.00
-�
264,918.00
Total Construction Cost
1
2,560,876.001
2,560,876.00.
1.8
ACRE
Right of way
217,800.001
392,040.00
392,040.001
1
UNIT
Utility Relocation 1
100,000.001
100,000.001
100,000.001
Tntal Prniact Cnst i
1
3.052.916.001
3.052.916.00
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