HomeMy WebLinkAboutResolution 84-155 N.C.S. 07/02/1984- ;® : - w ~a J U L - 2 1984
R~SOIUtIOrl NO.84-155 N. ~. S.
of the City of Petaluma, California
RESOLUTION TO AWARD GO`NTRACT FOR
AIRPORT CONSTRUCTION PHASE 1 -
AIP PROJECT NO..3-06-.0::1.86.-03 AND. 04
TO BRUTOCO ENGI_NEERING & CONSTRUCTION, INC.
BE IT RESOLVED that, the bid for airport 'improvements known as
Phase 1 Airport Construction - AIP Project No. 3-Qb-0186-03 and 04 which
complies with the plans' and specifications therefor, is hereby awarded to
Brutoco Engineering & Construction, Inc. , of ~ Fontana, California, for the
sum of One Million six hundred two thousand eight hundred seventy-seven
dollars and fifty cents ($1,602,877.50); and,
BE IT FURTHER RESOLVED that the City Clerk be and she is hereby
authorized to return bid deposits to unsuccessful bidders.
and authority conferred .upon .this Council by the Charter of said City.
I hereby certify the foregoing .Resolution was ,introduced and adopted. by the Approv
Council of the City of Petaluma at a {Regular} A63Qr14~X~9Qi~Ki1Q1 meeting fo
on the .---2nd------------- day b~.~w ---•----- ......... _.......... ...-......, 19:8., by the
.following vote r
AYES. Perry, Battaglia, Bond, Cavanagh, Balshaw., Vice Mayor Harberson, Mayor Mattei
NOES: None
ABSENT: N0 - _,,,,,~,~,,,,,~.,.--
--.
ATTEST: ...... -- - ------- ... --- -------------- ........-._.......... ....~
City Clerk ~ Mayor -
Council File .........q...........................
Form CA 27/81 Re;. No.......SY-.L~.~:...N CS
AGREEMENT FO'R AIRPORT 'CONSTRU:CTION
PHASE I -AIP PROJECT
NO. 3-0b 0186-03 grid 04
THIS AGREEMENT, made and entered unto this day of July, 1984,
by and between the City of Petaluma,: a. municipal corporation, hereinafter
referred tq as "CITY", and B:rutoeo. Emgrieerrng~ & Construction, Inc.,
hereinafter called "CONTR-AC:TOR" .
WHEREAS, the City secured bids for airport improvements known as
Phase I .Airport. Construction -- AIP Project No.~ 3;-06-0186-03 and 04; and,
WHEREAS, the Contractor submitted a proposal for said improvements,
` which .proposal consists of the following d.Qcumerits : Contract Documents
Phase 1 tomstraction Petaluma Municipal Air.;port,.(inclusive of .Amended page
7-5 and 7-9~) AIP Project No. 3-06-0'186-03 and, -04; Addendum No. 1 to
Plans, Specifications, amd Contract. Documents; and Bid Schedule A and
Construction. Plans, which are attached hereto and made apart hereof . Said
proposal was duly and regularly approved by Resolution No.
of the City Council of: Petaluma on the 2nd day of July
1984.- -
NOW, THEREFORE.., in consideration _ ,of the mutual covenants, herein
contained, the parties hereto ag-ree as follows; o
SCOPE OE WO~R~K
- The Contractor' agre_,es to furnish all, labor, materials, tools, and
equipment. required to per„form and complete in good workmanship like
manner the work as called for, in the manner designated in and in .strict
conformance with the contr---act documents entitled "Contract Documents Phase
1 C-onstructon Penalurrma Municipal. Airport..AIP PROJECT No. 3-06-0186-03
,and -04`" . Said. scope of work shall include Runway Construction., Taxiway
Construction, Apron Gonstructiom, Airfield Lightimg, Drainage, and=
' Miscellaneous improvements, .more specifically referred to as Bid Schedule
'! A!! in the: contr--act documents .
` CONY-RACY DOGUIyIENTS
'Ph_ e .contract between the parties shall consist of the following
identified documents, herein referred, to .as the contract documents; .Notice
to Bidders (Adver-tsement for Bids) , Instruction to Bidders, Bid Form, this
Agreement, Bid Bond, Performance Bond, Labor and Materials Bond, Plaris
and Specifications, Addendum No. 1, and Schedule A thereto.
CONTRACT PRICE
The City agrees to pay and the Contractor agrees to accept, in full
payment for the full and complete performance of thus Contract, the sum of
One Million six hundred. two thousand eight .hundred seventy-seven dollars
and fifty cents ($1.,602,:877.50:) ' subject to additions and deductions as
provided for in the contract .documents. Thee basis of the contract price
and the estimated. quantities. are shown on Bid Schedule A, which is
attached hereto and incorporated herein `by reference..
TIME OF COMPLETION
The time of completion for the project is eighty-five (85) working
days. _
GENERAL PROVISIONS
This agreement hereby expressly .includes, but is not limited to, the
provisions of. Division 1, Sections 1 through 10 of the Contract Documents,
all of which deal with .the general provisions pertaining to this agreement..
CONTRACTOR
Brutoco Engineering &
Construction Inc.
By
Name and Title
APPROVED AS TO FORM::
City Attorney
CITY 'OF PETALUMA
a municipal corporation
By
Naive and Title
ATTEST
City Clerk
APPROVED:
Fin . Dir . Auditor
2
BiD DATE: June i2, lsaa
PROJECT NO.: AIP 3-06-0186-03 And 04
PLACE BID: Petaluma, California . .
ITEM
N0.
la
lb
lc
la ,
2a.
2b
2c
2d
3
4
5
7
8a
8b
8c
Bd
Be
9a
9b
9c
9d
l0a
lOb
li
12
13
14
15a
15b
16
l7a
17b
l1c
ltd
Ile
18a
186
19
20a
206
20t
21a
216
2Tc
21d
21e
21f
21g
21h
22
23
BRUTOCO ENGINEERING
QUAIITITY ENGINEER'S ESTIM4TE AND CONSTRUCTION
DESCRIPTION Unit Amount Uhit Amount
AND UNITS
Lump Sum Area A Clearing.. L.S. 5
L
S 10,000.00
000
00
3 L.S. S
S.
L 25.000.00 _
18,000.00
Lump Sum
Lump Sum Area B Clearing.,. ... ..
Area L Clearing.. ..... .
.
L.S. ,
.
2,000.00 .
L.S. 33,000.00
Lump Sum Gene cal Clearing L.S.
00
E 5 35,000.00
500.00 E
215 L.S.
25
5, 45;000.00
226,,215.00
43,100 O.Y.
Lump Sum Select Import. ... ..
Detention Basin Earthwork.. .. .
L.S. ,
95.;700.00 _
L.S. 55,000.00
.
Lump Sum Runway/Parallel Taxiway/Connector L S 68;700:08 L: S. 75,000:00
Lump Sum Taxiway Earthwork
Apron B Earthwork.. .......
L.S.
20_,000.00
L.S.
21,000.00
33:6 Acre Seeding Complete per Acre..... 1,000.80 33,608.00 700.00 23,520.00
18;400 {.Y. Aggregate Base ....... 22.00 404,800:00 11.00
' 312,800.00
7;800 Tans Asphalt Concrete ... ..
• 28.00
300
00 218,400.00
00
32;100 33.00
• 4 .
2 0 00 257,400.00
680.00
25
107 Tons
496 L.F.
1 Bituminous Priire .. ..
66-Inch CIP... .
66. DD .
98;136.00
' 75.00 112,200.00
,
Lump Sum Concrete Inlet/Outlet Structures t.5. l 2;000:00 L. S: 25,000.00
Lump Sum Grouted Rock Riprap. ...... L.S. 11,800.00 L.S. 1,500.00
lump Sum Loose Rock Riprap... L.S. 7,200.00 L S. 1,000.00
2 Each CIP Manholes .... . . 2,000.00 4,000.00 2,300.00 4,600:00
.
630 L.F. 12-Inch ROP. ...... ... , 25.00 15,100.00. '25.00 15,750:00
F.
610 L 15-Inch RCP. .. .... 30.00 18,300.00 19.00 11,590.00
.
F
150 L 18-loch RCP. .. .. .. 35.00 5;250.00 32.00 4,800.00
.
.
760 L.F. 3D-lhch RCP. ., . .. 40.00 30,400.00 30.00 22,808.00
20 L F 30=Inch CMP. .. .. .. 35.00' 700.00 50.00 1,000,08
.
420 L E. 30-Inch Slot Draih_• •......_•_ _ . 60.00.
-- 25,200:00 _- 75.00 31,500.00
7 Each Concrete Catch Basins. ...... 1,000.00 7,000.00 1,000.00 7,000.00
129 Each Tie-Down Anchors .. .. .... 50.00. 6,450.00 85.00 10,965.00
100 S.F.
25 Runway and Taxiway,Pahting. 0:50 12,850.00 0.21 5,391:00
,
6,900 L. F; Field Fence... ...... .. ..
e 2.50
7
00 1T;250.00
00
29
750 1.40
'5.30 9,660.00
22,525.00
4,250 L.F.
F.
800 l .. ...
6-Foot Chain Link Fenc
.4-Foot Chaih link Fence:..... .
6,00 ,
.
..
4,800.00 6.80 5,440.00
.
Lump Sum. Power Service/Misc. Facilities , .. L.S. 10,000.00 L: S. 6,000:00
'
"
63 Each Base Mounted Runway Lights .... 350.00 22,750:00 505.00 32,825
.00
5 Each Taxiway Guidance Signs .. .. 1,200.00 6,000.00 1,300.00 6,500.00
300 L.F.
16 Trench and Backfill..... .. 2.00 - 32,600.00 1.75 28,525.00
,
9,500 L.F. Runway Light Cable .. .... .. 0.50 4,470.00
905
00
2 0.50
36;:00 4,750.00
988:00
x;2
83 Each Taxiway Reflector Markers.... 35.00 .
•
; ,1
I ,
Lump Sum Vault Equipment.......... L.S. 20,000.00 i L S.• t 13;000.00
Lump Sum Vault Building ... .. .. L.S. ,15,000.00
0 ~ L.S. `
i L
5 95,000.00
00
300
15
Lump Sum Rotating Beacon.......... LS.
L S 6;000.0
5 000
00( ,
•.,, 1
; L S'. .
,
13,500.00
Lump Sum
Lump Sum Wind Cdne :.......... ..
Segmented Circle .. C S .
Cv 6 OOO.ODI L.S. I
~ 10,000.00
Lump Sum Supplemental Wind Sock .... .. L S: ~ 3 OOO.DD~ L. S: 1 }1;500.00
'
1,900 L F, 2-Inch PYC Duct. .. ...... 0:50 ~ 3,950.00.
•~
6 0:62
Ot80 ,4,898.00
,
168
00
3
3,960 L.F. 2-Inch PVC Duct..... .... 1:00
2
50 0.00;
3,9
L' 4
450
00 3:30 .
,
874.00
~ 5
1,780 L.f.
2,310 L.F. 4-Inch PVC Duct....... ...
4-Inch PdC Duct.. ....... .
1.50 ;
.
~_ 3,465.00'
-
0 ~
2.25
135
00 ,
j 5,197.50
400
00
5
4 Each ...........
PG&E Pull Box 1;000.00 00.00 i
4, 0. .
,
2 Each ,
Telephone Pull Box . ... . . .. 1,000:00 2,000.00 l 1,'900.00 ~ 3,500.00
9 Each Pull Box A ... . .. ... . . 300.00
25
00 2,700.00 '
00 r
4
500 ;250.00
250
00 2,250.00
500
00
4
18 Each
Lump Sum Pull Box B ....... ...
Apron Light System ....... 0.
L.S.. ,
.
12,000.00 .
.
L.S.. .
,
• 18,000:00
50,000 S.E. Fuel Resistant Seal... .... 0:05 2`,500.00 0.70 3,500:00
TDTAL BID - Schedule A (]terns 1 through 22) 51,621,266.00 51,602,877.50
,~
BfD SUMMARY
i
DON DOWD COMPANY GHILLOTI BROS. 0. C. JON)
Unit Amount Umt uiit' Unit _
L.S. E 40,000.00 L.S. E 40,080.00 L.S. E
L.S. 50,000.00 L.S.' I 10,000.00 L: S.
L, S. 40,000.00 L 5. 15;000.00 L.S.
L S, 35,000.00 L.S. ~ 90,000.00 L S.
E 5.00 215,500.00 5 5.50 231,050.00 5 T.00
L.S. 40,000'.00 L.S. lOD,000.00 L S,
{:S. 150,000.00 L.S. 150,000.00 L.S.
L.S. 20,000.00 L.S. I 30,000.00 L.S.
660.00 22,1.76.00 660.00 I 22,1,16.00 660:00,
16.00 294,400.00 17.50 322,000.00 l7. BD
30.00 234,000:00 28.00 ~ 218,400.00 30.65
400.00 250.00 26 750.00 .00
200.00 _ 21 ~ 240
10.00 104 72q.D0 70.00 1104 700.00 17.00
L:S. 28 000.00 C.S. { 25,000.00 L.S.
L.S. 4,000.00 L.S. 8,000.00. ' L.S.
L.S. 1,100.00 L.S. I 3,000.00 L.S.
1,300.00 2,600.00 2.,000.00 4,000.00 1,100:00
1.7.00 10;710.00 25.00 15;150.00 16.00
• 19.00 11,590.00 20.00 I 12,200.00 j 18.00
23.00 3,450.00 24.00 3,600.00 22.00
29.00 22;040.00 30.00 I 22,800.00 .28:00
,50.00 1,000.00 52:00 1,040:00 49:00
'15.00 ._ 31,500.00 80.00 i 33,600.00 '88.00
1,000.00 7,000.00 1,000.00 7,000.00 1,050,.00
46.00 5;934.00 50.00 6,450.00 46.00
0.40 10,280.00 0.20 5„1;40.00 0.39.
1.40 9,660.00 1.40 9;660.00 1.68
5.20 22,100.00 5.20 22,100.00 4:55
6.70 5,360.00 6.10 ~ 5,360.00 6.20
L.S. 3,000.00 L 5. j 3,000.00 , L.S.
321.00 20,$65.00 321:00 20,865.00 ; 498.00
1,350.00. 6;750.00 1,350:00 ~ 6,750.00. 1.,256.00
3.00 48,900.00 3.00 , 48,900.00 . 1.70
0.9,0 8;550.00 0.83 ; 7,885.00 0.50
28:00 2;324.00 28.00 I 2',324.00 35.00
L 5. 15,000.00 L.S. 15,000.00 L.S.
L 5. 22,200.00 L S.- ~ 22,000.00 L.S.
L.S. 5,000.00 L. S: ~ 5,000.00 L.S.
L S. 3;500.00 L.S., I 3;500; OD L. S'.
L.S. 9;500.00 L.S. 9,500.00 L.S.
L.S. 2;000.00 L.S. .~ 2,000.00 L.S.
1.00 7,900.00 1.00 1,900.00 0.60
1.25 4,950.00 1.25 4'.,950.00 0:75
2.25 4,005.00 2.25' 4:;005:00 3.25
2.00' 4,620.00 2:00, 4;620.00 2.20
1,700.00 6,800.00 1,666.00 6,664..00 T,331.00
2,300.00 4 ,600.00 2,350.00 4,700.00 1,800.00
175.00 1,515.00 175.00 1,515.00 249.00
170.00 3;060.00 110.OD~ 3,060:00 241.00
L.S. 7,300.00 L.S.. ~ 7,500.00 L.S.
0.04 2,000.00 0:40, 2,000.00 0.07
S 6 SONS TEICHERT COI
Amount Unit _
21,115.00 L.S. E
5,000.00 L.S.
7;305.00 L.S.
230,000.00 L.S.
301;700.00 b 9.OD
143,550,00 L: S.
28,130.00 L.S.
Ti,9aD.oo L. s.
22,1.76.00 950.00
327,520.00 20.00
239,070.00 34.00
275.00
0
25 680.0
'115,192.00 89.00
27,500.00 L: S.
9,225.00 L.S.
5,750.00 L.S.
'2,200:00 3,000.00
10,O8D:Op 22.00
10,980.00' 24.00
3,300.00 21.00
21.;280.00 41.:00
980.00 43.80
36,960.00 95.00
7,350.00 1,200.00
5,934.00 145.00
10,,023:00 0:42
,11;592.00 2.00
19;337.50 '.5.00
4,960.00 7.00
5;871.00 L.S.
.32,370.00 580.00
6,280.00 1,400.00
27;710.00 2.40
4,750.00 0.65
2,905.00 36.00
12,860.00. L.S.
14,755.50 L.S.
5,156.00 L.S.
3,114.00 L 5.
9,804:00 L.S.
1.,310.00 L.S.
4,740.00 3.00
2;910.00 4.00
5,785,00 8.00
5,082.00 6.50
5,324.00 950.00
3,600.00 950.00.
2,241.00 •300.00
4,446.00 300.00
7,082.00 L.S.
3,500:00 0.11
ISTRUCTION
Amount
32,000.00
20,000.00
17,000.00
25,000.00
387,900
48;000.00
71,500..00
1s,ooo.oo
31,920:OD
366,000:00
265,200.00
29 425.00
133,144.00
48,000:00
6,000.00
5,000.00
6,000.00
13,860.00
14,640.00
4,050.00
31,160:00
860:00
39,900.00
8,400.00
18;705.00
10,794.00
13,800:00
.21,250.00
5;600,00
2,000.00
37,700::00
7,000.00
39,120.00
6,1,75.00
2,988.00
21,600.00
la,ooD.oo
4,500.00
4,500.00
6,000.00
1,500.00
23,100.00
15,840.00
14,240.00
15,015.00
3,800.00
1,900.00
2', 700•. DD
5,400.00
10,000.00
5,500.00
51,638,519.00 ~E1,744,494.Op 51,844,E31.DD EI,943,286.OD
r
AIRPORT IMPROVEMENTS
PIOMBO CONSTRUCTION
Unit 1 Amount
I
L.S. S 28,000.00
L S. 15,000.00
L.S. 25,000.00
L.S. ~ 32,000.00
S 5.50 ~ 231,050.00
.LS. I 74.,000.00
L S. I .223;000.00
l.S. I. 20,000.00
800.00 ~ 26;880.00
23.00 423,200.00
35.00 273,000.00
-300.00 32,100.00
16.00 113,696.00
12 000.00
L.S.
L. S: 7,000,00
L.S. -3,000.00
7,000.00 14,,000.00
22.00 13,860:00
24.00 14,640.00
34.00 5,100.00
45.00 34,200.00
52.00 L,040;00
79.00 ~ 33,180.00
•-1;500.00 10,500.00
48.00 ( 6,192.00
0.40 1 10;280:00
2.00. ; 13;800.00
5,50. 23;3]5.00
.7.50 ~ 6;000.00.
L S. I, 7 ;00,0.00
600:00 39,000.'00
1,500.00 7;500.00
2.00 32,600:00
0.60 5,700.00
43.00 3,569.00
L.S. ~~ 16,000.00
L.S. 18,000.00
L.S. ~ 6,000.00
L S. 4,,000.00
L S. 12,000.00
L. 5. 1,600.00
0.70 I 5,530.00
0.90 3;564.00
4.00 ~ 7,120.00.
2.70,1 6,237.00
'1,600.00- 6,400.00
2,205:00 4;410.00
300.00 2,700.00
300.00 ' 5,400.00
L.S.. 21;000:00
0:05 2,500.00
51,948,923.00
PETALU.MA MIiNICIPAL AIRPORT
PACKARD PAVJNG COMPANY .
Unit Amount
L.S. S 45,250.00
L.S. 19,900.00
L.S. 29,900.00
L.S.. 98,000.00
S 6.15 265,065.00
L.S. 15,000.00
L.S. 137,180.00
L.S. 4;1,900.00
2,400.00 80.,640.00
22:90 421.,360.00
37.50 292;500.00
230.00 24 610.00
70.50 105468.00
L.S. 23,300.00
L:S. 3,750.00
L.S. 2.;100.00
1,125.00 2,250.00
16.30 10,269:00
18.35 11.,193.50
22.50 3,375.00
28.50 21,660.00
50.00 1,000.00
89:75 31,695.00
1,075.00 7,525.00
47.00 6,063.00
0.35 .8;995.00
1.40 9,660.00
5.30 22,525.00_
6.85 .5,480.00
L 5. 4,)00.00
510:00 33,150.00
1,325.00 6,625.00
2.35 38,305.00
0.41- .3;895.00
41.00 3,403'.00
L.S. 22,500.00
L.S. 21,500.00
L. S: 7,140.00
L S. 5,100.00
L;S. 18,200.00
L: S. 4,080.00
i,BD 14.,220.00
2.05 8,1;18.00
4.10 7;298.00
2.55 5;890.50
2,040.00 8;160.Q0
2,450•,00 4,900:00
510.00 4,590.00
460.00 8,280.00
L.S. 7,200.00
0.041 2.050.00
51,994,918.00
BAY CITIES PAVING
b GRADING;.. INC.
Uniti Amount
L.S. 5 3] 800.00
L.S. 19,300.00
L.S. 27,720:00
L:S. 325,540.00
5 6.90 297,390.00
L.S. 153,450.00
L. S: 60;070.00
L.S. 19,220..00
700.00 23,520:00
19.00 257,6Q0.00
30.50 237,900_.00
350.00 4
37 50.00
10.00 104,720.00
L.: S. 21,000.00
L.S. 15,560:00
L.S. 5,684.00
l,ooo.oa 2,000,00
42.00 26,460.00
46.00 28,060.00
48.00 7,200.00
22:DO 16,720.00'
36.00 720.00
78.00 32,760.00
1,000.00 ' 7,000,00
125.00 16,125.00
0.25 6;425.00
1.50 ,10,350.00
5.20 22,100:00
1.00 5,600.00
L.S. 3,000.00
320.00 20,800.00
1;350.00 6,750.00
9.DD 48,900.00
1:00 9,500.00
30.00 2,490.00
L:S. 15,000:00
L S. 22,160.00
L.S. S,DOB.DO
L.S. 3,515:OD
L: S, 10,000.00
L.S. 2,300.00
1.00 7;900.00
'1.25 4,950:00
2.25 4,005.00
2.00 4,620.00
1,700.00 6,800.00
2,350.00 4,700.00
175.00 1,575.00
1.75.00 3,1.50.00
L.S. 7,500.00,
0.01 3,500.00
E2,029,559.00
~ _ ~,- _.
AVIATION PLANNING SERVICES
I
III )III
~ en~& SSHUTT ~
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