2. Country Suites site improvements a
C I TY OF
--
CHANHASSEN
, „ ,„f
i 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317
: (612) 937-1900 • FAX (612) 937-5739
MEMORANDUM
TO: Don Ashworth, City Manager
' FROM: Gary Warren, City Engineer
DATE: May 9, 1990
SUBJ: Award of Bids - Country Suites Hotel Site Improvements
Project No. 89-25
As noted in the attached May 3, 1990 letter from BRW, bids were
' received on April 26, 1990 for the subject project. A meeting
was held on Tuesday, May 8, 1990 with the owner' s construction
manager, D. W. Hutt Consultants, to ascertain the status of the
Hotel site improvements and to clarify that upon award, the
' City' s contractor would be able to aggressively pursue the
construction on the site. Staff is satisfied based on
commitments from Hutt that the site will be available by Tuesday,
May 15.
The developer's excavator, Al Smith Excavating, will be
' responsible for soil correction activity on the site. This cost
will be billed to the City and assessed back to the owner. This
logistically should help to keep this project start on schedule.
As noted in the attached schedule, we are targeting an August 1
completion date consistent with the Hotel site' s grand opening.
It is therefore recommended that the construction project for the
' Country Suites Hotel Site Improvements, Project No. 89-25, be
awarded to the firm of Alber Construction in the amount of
$288,937. 95.
' ktm
Attachments: 1. May 3, 1990 letter from BRW.
' 2 . Bid Tabulation.
c : Gary Ehret, BRW
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ENGINEERING
ERI
F- URBAN DESIGN
IBRW.INC. • THRESHER SQUARE • 700 THIRD STREET SOUTH • MINNEAPOLIS,MINNESOTA 55415 PHONE: 612/370-0700 FAX. 612/370-1378
IIMay 3, 1990
CITY OF CHANHASSEN
II Mr. Gary Warren, PE
C E MGM
City Engineer MAY 04 1990
II City of Chanhassen
690 Coulter
Chanhassen, MN i55317 ENGINEERING DEPT.
I RE: Award of Bids
CP 89-25
IDear Mr. Warren:
On Thursday, April 26, 1990, bids were received for the site improvements for
the Country Suites Hotel project. The bids were for three separate elements of
Iwork. They were:
#1 Site Improvements for Country Suites Hotel
I #2 Water Main Improvements - South Side of Chanhassen Dinner Theatre
#3 Storm Sewer Improvements - Frontier Center
IIThe bids are summarized below:
#1 #2 #3
Contractor Hotel Water Main Storm Sewer Total
IIAlber Const. $212,081.95 $45,100.00 $ 31,756.00 $288,937.95*
Valley Paving 223,192.03 46,600.00 32,125.60 301,917.63
I Northdale Const. 228,222.60 41,420.00 36,175.50 305,818.10
GMH Asphalt 231,719.06 46,145.00 28,021.40 305,885.46*
Alexander Const. 231,829.84 45,132.00 38,147.74 315,109.58
I Hardrives 232,727.23 51,720.00 34,520.60 318,967.83*
Midwest Asphalt 234,666.25 57,783.35 37,432.40 329,882.00*
Engineer's Est. 234,150.00 27,000.00 32,800.00 293,950.00
I *The bid totals reflect corrected bid amounts where minor tabulation errors
were made by the bidder.
II We have reviewed the bid of Alber Construction and have found it to be in
compliance with the requirements of the bidding specifications. We, therefore,
find their bid to be a bonafide bid.
II
AFFILIATE OF THE BENNETT.RINGROSE,WOLSFELD.JARVIS.INC.,GROUP
IAN
DAVID J.BENNETT DONALD W RINGROSE RICHARD P WOLSFELD PETER E.JARVIS THOMAS F CARROLL CRAIG A.AMUNDSEN DONALD E.HUNT MARK G SWENSON
JOHN 8.McNAMARA RICHARD D.PILGRIM DALE N.BECKMANN DENNIS J.SUTLIFF JEFFREY L.BENSON RALPH C.BLUM DAVID L.GRAHAM GARY J.ERICKSON
1 MINNEAPOLIS DENVER PHOENIX TUCSON S .PETERSBURG SAN DIEGO
Mr. Gary Warren
May 3, 1990
Page 2 '
We do not have experience working with Alber Construction; however, we have had
working experience with several of their subcontractors. There anticipated sub-
contractors are:
Utility Construction - Northdale Construction '
Electrical - Ridgedale Electric
Concrete Work - Schmidt Construction
Striping/Painting - Triple A
All other work including removals, grading, aggregate base and bituminous work
will be completed by Alber Construction. We recommend award of CP 89-25 to
Alber Construction in the total amount bid of $288,937.95.
We anticipate the project schedule to be as follows:
Award Contract May 14, 1990
Preconstruction Conference May 16, 1990
Start Construction May 16, 1990
Complete Construction August 1, 1990
A tabulation of the bids is attached for your reference. '
If we can be of further assistance, please do not hesitate to contact me.
Sincerely, ,
BRW, C.
Gary A. Ehret, PE ,
Project Manager
GAE/sk ,
Attachment
File 7-8903
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3PW FILE: 7-8903
5/01/<90
BID TAB SUMMARY SHEET
CHANHASSEN
COUNTRY HOSPITALITY SUITES
SITE IMPROVEMENTS
BID 1k CONTRACTOR SCHEDULE A SCHEDULE B SCHEDULE C SCHEDULE D SCHEDULE E SCHEDULE F
1 ALDER CONSTRUCTION, INC. 106179.70 37748.75 29271.00 12007.50 26875.00 45100.00
2 VALLEY PAVING, INC. 103629.75 38371.60 35853.38 13607.30 31730.00 46600.00
3 NORTHDALE CONSTRUCTION CO, INC 121292.10 35319.50 27335.00 11206.00 33070.00 41420.00
4 GMH ASPHALT CORPORATION 117007.01 37899.75 35448.40 13472.90 27891.00 46145.00
5 ALEXANDER CONSTRUCTION COMPANY 122831.70 38181.10 29544.40 12144.64 29128.00 45132.00
6 HARDRIVES, INC. 105974.43 40916.80 38479.00 14757.00 32600.00 51720.00
7 MIDWEST ASPHALT CORPORATION 115837.55 36261.00 34919.95 13422.75 34225.00 57783.35
BID It CONTRACTOR SCHEDULE G Grand Total
1 ALDER CONSTRUCTION, INC. 31756.00 288937.95
2 VALLEY PAVING, INC. 32125.60 301917.63
3 NORTHDALE CONSTRUCTION CO, INC 36175.50 305818.10
4 GMH ASPHALT CORPORATION 28021.40 305885.46
S ALEXANDER CONSTRUCTION COMPANY 38147.74 315109.58
6 HARDRIVES, INC. ' 34520.60 318967.83
7 MIDWEST ASPHALT CORPORATION 37432.40 329882.00
CITY OF CHANHASSEN
MAY 04 1990
ENGINEERING DEPT.
BID SCHEDULE A - SITE WORK
ITEM NO./ CONTRACT ALPER CONSTRUCTION, I VALLEY PAVING, INC. NORTHDALE CONSTRUCTI0
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ REMOVE WATER MAIN LF 40.00 9.50 380.00 5.50 220.00 9.00 360.00
2104.501
2/ REMOVE CONCRETE CURB ANDLF 130.00 2.50 325.00 6.00 780.00 4.00 520.00
2104.501 GUTTER
3/ REMOVE ISLAND EA 1.00 500.00 500.00 1400.00 1400.00 300.00 300.00
2104.509
4/ REMOVE CONCRETE WALK SF 40.00 1.00 40.00 5.00 200.00 1.00 40.00
2104.503
5/ REMOVE BITUMINOUS SY 300.00 1.50 450.00 3.00 900.00 2.00 600.00
2104.505 PAVEMENT
6/ SUGRADE PREPARATION SY 6700.00 0.25 1675.00 0.45 3015.00 1.20 8040.00
2112.501
7/ AGGREGATE BASE CL 5 TON 2950.00 7.60 22420.00 7.20 21240.00 8.00 23600.00
2211.501 100% CRUSHED LIMEROCK
8/ BASE COURSE MIXTURE TON 770.00 23.00 17710.00 22.80 17556.00 25.50 19635.00
2331.514 2331 TYPE 31B
9/ WEARING COURSE MIXTURE TON 735.00 25.00 18375.00 24.40 17934.00 27.50 20212.50
2341.508 2331 TYPE 41A
10/ BITUMINOUS MATERIAL FOR GAL 338.00 1.50 507.00 2.00 676.00 1.75 591.50
2357.502 TACK COAT •
11/ BITUMINOUS PATHWAY SF 600.00 1.00 600.00 ' 1.10 660.00 1.20 720.00
2521.511
12/ BITUMINOUS MIXTURE FOR SY 200.00 15.00 3000.00 15.40 3080.00 21.00 4200.00
2331.518 PATCHING
13/ CONCRETE CURB AND GUTTERLF 2695.00 7.50 20212.50 5.3B 14499.10 6.10 16439.50
2531.501 B612
14/ 7" CONCRETE DRIVEWAY SY 100.00 23.00 2300.00 20.80 2080.00 31.00 3100.00
2531.507 PAVEMENT
15/ 4" SOLID LINE (WHITE LF 2248.00 0.15 337.20 0.35 786.80 0.20 449.60
0564.603 PAINT)
16/ F & I TYPE C SIGN PANEL SF 3.50 42.00 147.00 40.00 140.00 42.00 147.00
2564.531
17/ PAVEMENT MESSAGE EA 3.00 25.00 75.00 75.00 225.00 100.00 300.00
0564.602 (HANDICAPPED)
' 18/ 4" CONCRETE WALK SF 6070.00 1.55 9408.50 1.53 9287.10 1.90 11533.00
2521.501
19/ B618M CONCRETE CURB & LF 80.00 13.50 1080.00 5.75 460.00 8.40 672.00
2531.501 GUTTER
20/ INSTALL SALVAGED EA 1.00 1000.00 1000.00 250.00 250.00 2500.00 2500.00
2564.602 BUSINESS SIGN
21/ EROSION CONTROL SILT LF 300.00 3.00 900.00 3.00 900.00 3.00 900.00
2573.503 FENCE
22/ HAYBALES EA 60.00 5.00 300.00 6.00 360.00 5.50 330.00
2573.501
23/ WATER 10008 10.00 30.00 300.00 20.00 200.00 50.00 500.00
2130.501
24/ CALCIUM CHLORIDE (GAL.) GAL 1000.00 1.50 1500.00 1.65 1650.00 1.00 1000.00
2181.502
•
- 111111 111111 11111 MI TEM MOM 11111 IIII 11111 - 11111. 11111 111111 OM 11.11 - IIII Oa
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
25/ RELOCATE TREE EA 5.00 150.00 750.00 250.00 1250.00 200.00 1000.00
2571.541
26/ CLEARING TREE 16.00 25.00 400.00 100.00 1600.00 75.00 1200.00 '
2101.502
27/ GRUBBING TREE 16.00 25.00 400.00 75.00 1200.00 75.00 1200.00
2101.507
28/ TRAFFIC CONTROL/SPECIAL SF 64.00 14.50 928.00 14.00 896.00 16.00 1024.00
2563.601 SIGNS
29/ TYPE 1 BARRICADE WITH U/DAY 10.00 1.00 10.00 1.10 11.00 1.50 15.00
2563.602 TYPE "C" STEADY BURN
30/ TYPE 3 BARRICADE WITH U/DAY 5.00 3.65 18.25 4.75 23.75 5.00 25.00
2563.602 ARROW AND TYPE "C"
STEADY BURN
31/ TYPE 3 BARRICADE WITH U/DAY 30.00 3.90 117.00 4.50 135.00 4.00 120.00
2563.602 REGULATORY SIGN AND
TYPE "A" FLASHERS
32/ REFLECTORIZED BARRELS U/DAY 15.00 0.95 14.25 1.00 15.00 1.20 18.00
2563.602 WITH ARROW
SUBTOTALS: 106179.70 103629.75 121292.10
BID SCHEDULE A - BITE WORK (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTIO HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ REMOVE WATER MAIN LF 40.00 5.10 204.00 10.00 400.00 6.00 240.00
2104.501
2/ REMOVE CONCRETE CURB ANDLF 130.00 4.00 520.00 5.00 650.00 5.00 650.00
2104.501 GUTTER
3/ REMOVE ISLAND EA 1.00 500.00 500.00 500.00 500.00 200.00 200.00
2104.509
4/ REMOVE CONCRETE WALK SI 40.00 2.00 80.00 1.00 40.00 1.00 40.00
2104.503
5/ REMOVE BITUMINOUS SY 300.00 1.50 450.00 2.00 600.00 2.50 750.00
2104.505 PAVEMENT
6/ SUGRADE PREPARATION SY 6700.00 1.50 10050.00 1.00 6700.00 0.50 3350.00
2112.501
7/ AGGREGATE BASE CL 5 TON 2950.00 8.25 24337.50 10.00 29500.00 8.00 23600.00
2211.501 100X CRUSHED LIMEROCK
8/ BASE COURSE MIXTURE TON 770.00 22.00 16940.00 23.60 18172.00 21.75 16747.50
2331.514 2331 TYPE 318
9/ WEARING COURSE MIXTURE TON 735.00 24.00 17640.00 25.10 18448.50 24.80 18228.00
2341.508 2331 TYPE 41A
10/ BITUMINOUS MATERIAL FOR GAL 338.00 1.25 422.50 1.25 422.50 1.00 338.00
2357.502 TACK COAT
11/ BITUMINOUS PATHWAY SF 600.00 1.50 900.00 2.00 1200.00 1.10 660.00
2521.511
12/ BITUMINOUS MIXTURE FOR SY 200.00 17.50 3500.00 20.00 4000.00 20.00 4000.00
2331.518 PATCHING
13/ CONCRETE CURB AND GUTTERLF 2695.00 7.40 19943.00 7.40 19943.00 6.10 16439.50
2531.501 B612
14/ 7" CONCRETE DRIVEWAY SY 100.00 22.75 2275.00 20.00 2000.00 30.00 3000.00
2531.507 PAVEMENT
15/ 4" SOLID LINE (WHITE LF 2248.00 0.12 269.76 0.15 337.20 0.20 449.60
0564.603 PAINT)
•
16/ F & I TYPE C SIGN PANEL SF 3.50 13.50 47.25 60.00 210.00 61.05 213.68
2564.531
•
17/ PAVEMENT MESSAGE EA 3.00 40.00 120.00 12.00 36.00 11.50 34.50
0564.602 (HANDICAPPED)
18/ 4" CONCRETE WALK SF 6070.00 1.60 9712.00 2.00 12140.00 1.70 10319.00
2521.501
19/ B618M CONCRETE CURB & LF 80.00 13.15 1052.00 20.00 1600.00 8.25 660.00
2531.501 GUTTER
20/ INSTALL SALVAGED EA 1.00 150.00 150.00 500.00 500.00 300.00 300.00
2564.602 BUSINESS SIGN
21/ EROSION CONTROL SILT LF 300.00 1.50 450.00 3.00 900.00 4.00 1200.00
2573.503 FENCE
22/ HAYBALES EA 60.00 6.00 360.00 5.00 300.00 6.00 360.00
2573.501
23/ WATER 1000G 10.00 20.00 200.00 15.00 150.00 10.00 100.00
2130.501
24/ CALCIUM CHLORIDE (GAL.) GAL 1000.00 1.50 1500.00 0.50 500.00 0.25 250.00
2181.502
25/ RELOCATE TREE EA 5.00 150.00 750.00 250.00 1250.00 150.00 750.00
2571.541
26/ CLEARING TREE 16.00 100.00 1600.00 50.00 800.00 62.50 1000.00
2101.502
27/ GRUBBING TREE 16.00 125.00 2000.00 25.00 400.00 62.50 1000.00
2101.507
28/ TRAFFIC CONTROL/SPECIAL SF 64.00 13.50 864.00 15.00 960.00 14.60 934.40
2563.601 SIGNS
29/ TYPE 1 BARRICADE WITH U/DAY 10.00 1.00 10.00 1.00 10.00 1.00 10.00
2563.602 TYPE "C" STEADY BURN
30/ TYPE 3 BARRICADE WITH U/DAY 5.00 5.00 25.00 4.00 20.00 3.65 18.25
2563.602 ARROW AND TYPE "C" .
STEADY BURN
31/ TYPE 3 BARRICADE WITH U/DAY 30.00 4.00 120.00 4.25 127.50 3.90 117.00
2563.602 REGULATORY SIGN AND
TYPE "A" FLASHERS
32/ REFLECTORIZED BARRELS U/DAY 15.00 1.00 15.00 1.00 15.00 1.00 15.00
2563.602 WITH ARROW
SUBTOTALS: 117007.01 122831.70 105974.43
BID SCHEDULE A - SITE WORK (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ REMOVE WATER MAIN LF 40.00 17.40 696.00
2104.501
2/ REMOVE CONCRETE CURB ANDLF 130.00 7.85 1020.50
2104.501 GUTTER
3/ REMOVE ISLAND EA 1.00 408.00 408.00
2104.509
4/ REMOVE CONCRETE WALK SF 40.00 10.20 408.00
2104.503
5/ REMOVE BITUMINOUS SY 300.00 1.00 300.00
2104.505 PAVEMENT
6/ SUGRADE PREPARATION SY 6700.00 0.10 670.00
2112.501
MO MI - - MI - - - 1111111 a - - MI MI - NM ¶
1 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
7/ AGGREGATE BASE CL 5 TON 2950.00 6.70 19765.00
2211.501 100% CRUSHED LIMEROCK
8/ BASE COURSE MIXTURE TON 770.00 30.00 23100.00 -
2331.514 2331 TYPE 318
9/ WEARING COURSE MIXTURE TON 735.00 35.00 25725.00
2341.508 2331 TYPE 41A
10/ BITUMINOUS MATERIAL FOR GAL 338.00 1.40 473.20
2357.502 TACK COAT
11/ BITUMINOUS PATHWAY SF 600.00 4.25 2550.00
2521.511
12/ BITUMINOUS MIXTURE FOR SY 200.00 7.60 1520.00
2331.518 PATCHING
13/ CONCRETE CURB AND GUTTERLF 2695.00 5.80 15631.00
2531.501 8612
14/ 7" CONCRETE DRIVEWAY SY 100.00 23.25 2325.00
2531.507 PAVEMENT
15/ 4" SOLID LINE (WHITE LF 2248.00 0.15 337.20
0564.603 PAINT)
16/ F & I TYPE C SIGN PANEL SF 3.50 26.00 91.00
2564.531
17/ PAVEMENT MESSAGE EA 3.00 5.00 15.00
0564.602 (HANDICAPPED)
18/ 4" CONCRETE WALK SF 6070.00 1.45 8801.50
2521.501
19/ 8618M CONCRETE CURB & LF 80.00 5.80 464.00
2531.501 GUTTER
20/ INSTALL SALVAGED EA 1.00 250.00 250.00
2564.602 BUSINESS SIGN
21/ EROSION CONTROL SILT LF 300.00 1.50 450.00
2573.503 FENCE
22/ HAYBALES EA 60.00 4.00 240.00
2573.501
23/ WATER 10008 10.00 12.25 122.50
2130.501
24/ CALCIUM CHLORIDE (GAL.) GAL 1000.00 4.10 4100.00
2181.502
25/ RELOCATE TREE EA 5.00 150.75 753.75
2571.541
26/ CLEARING TREE 16.00 110.00 1760.00
2101.502
27/ GRUBBING TREE 16.00 110.00 1760.00
2101.507
28/ TRAFFIC CONTROL/SPECIAL SF 64.00 15.35 982.40
2563.601 SIGNS
• 29/ TYPE 1 BARRICADE WITH U/DAY 10.00 5.80 58.00
2563.602 TYPE "C" STEADY BURN
30/ TYPE 3 BARRICADE WITH U/DAY 5.00 21.30 106.50
2563.602 ARROW AND TYPE "C"
STEADY BURN
31/ TYPE 3 BARRICADE WITH U/DAY 30.00 22.55 676.50
2563.602 REGULATORY SIGN AND
TYPE "A" FLASHERS
32/ REFLECTORIZED BARRELS U/DAY 15.00 18.50 277.50
2563.602 WITH ARROW
SUBTOTALS: 115837.55
BID SCHEDULE B - STORM SEWER
ITEM NO./ CONTRACT ALDER CONSTRUCTION, I VALLEY PAVING. INC. NORTHDALE CONSTRUCTIO
MNDOT NO, ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 234.00 26.20 6130.80 21.65 5066.10 24.50 5733.00
2503.541 3006 CL V
2/ 15" RC PIPE SEWER DESIGNLF 132.00 27.80 3669.60 24.35 3214.20 26.00 3432.00
2503.541 3006 CL V
3/ 18" RC PIPE SEWER DESIGNLF 275.00 34.25 9418.75 33.00 9075.00 32.00 8800.00
2503.541 3006 CL V
4/ CONSTRUCT MANHOLES DESIGBA 1.00 5350.00 5350.00 6875.00 6875.00 5000.00 5000.00
2506.506 84" TYPE II
5/ CONSTRUCT MANHOLES DESIGWF 59.20 128.00 7577.60 140.00 8288.00 120.00 7104.00
2506.506 48" TYPE I
6/ CONSTRUCT CATCH BASIN LF 10.40 180.00 1872.00 107.00 1112.80 170.00 1768.00
2506.507 CITY TYPE II
7/ F & I CASTING ASSEMBLY EA 4.00 140.00 560.00 168.00 672.00 130.00 520.00
2506.516 (R-1642)
B/ F & I CASTING ASSEMBLY EA 5.00 215.00 1075.00 245.00 1225.00 200.00 1000.00
2506.516 (R-3246-B)
9/ CONNECT TO EXISTING STORM 1.00 800.00 800.00 1635.00 1635.00 750.00 750.00
2506.602 SEWER
10/ CONNECT TO EXISTING CATCSA 1.00 535.00 535.00 400.00 400.00 500.00 500.00
2506.602 BASIN
11/ 12" PIPE PLUS EA 2.00 80.00 160.00 ' 55.50 111.00 75.00 150.00
0503.602
12/ STABILIZING AGGREGATE TON 75.00 8.00 600.00 9.30 697.50 7.50 562.50
2105.543
SUBTOTALS: • 37748.75 38371.60 35319.50
BID SCHEDULE B - STORM SEWER (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTIO HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 234.00 21.50 5031.00 26.50 6201.00 23.10 5405.40
2503.541 3006 CL V
2/ 15" RC PIPE SEWER DESIGNLF 132.00 23.50 3/02.00 28.00 3696.00 25.30 3339.60
2503.541 3006 CL V
3/ 18" RC PIPE SEWER DESIGNLF 275.00 32.65 8978.75 34.60 9515.00 35.20 9680.00
2503.541 3006 CL V
4/ CONSTRUCT MANHOLES DESIGBA 1.00 6812.00 6812.00 5400.00 5400.00 7400.00 7400.00
2506.506 84" TYPE II
5/ CONSTRUCT MANHOLES DESIGNF 59.20 138.00 8169.60 130.00 7696.00 149.00 8820.80
2506.506 48" TYPE I
6/ CONSTRUCT CATCH BASIN LF 10.40 106.00 1102.40 184.00 1913.60 115.00 1196.00
2506.507 CITY TYPE II
7/ F & I CASTING ASSEMBLY EA 4.00 166.00 664.00 140.00 560.00 180.00 720.00
2506.516 (R-1642)
- OM 1111111 MN 1111111 NM 11111 MO ME NIIIIIIMIIIINIIIIIINIIIIIIIIIIIINIINIIIIIIIIIIIIIIIIIIIII
1 ,1 1 1 1 1 1 1 1 1 1 1 I IIIII IIIII IIIII I 1 IIIII
•
8/ F & I CASTING ASSEMBLY EA 5.00 245.00 1225.00 216.00 1080.00 262.00 1310.00
2506.516 (R-3246-B)
9/ CONNECT TO EXISTING STORMA 1.00 1620.00 1620.00 810.00 810.00 1750.00 1750.00
2506.602 SEWER
101 CONNECT TO EXISTING CATCBA 1.00 395.00 395.00 540.00 540.00 425.00 425.00
2506.602 BASIN
11/ 12" PIPE PLUG EA 2.00 55.00 110.00 81.00 162.00 60.00 120.00
0503.602
12/ STABILIZING AGGREGATE TON 75.00 9.20 690.00 8.10 607.50 10.00 750.00
2105.543
SUBTOTALS: 37899.75 38181.10 40916.80
BID SCHEDULE B - STORM SEWER (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 234.00 24.75 5791.50
2503.541 3006 CL V
2/ 15" RC PIPE SEWER DESIGNLF 132.00 26.25 3465.00
2503.541 3006 CL V
3/ 18" RC PIPE SEWER DESIGNLF 275.00 30.65 8428.75
2503.541 3006 CL V
4/ CONSTRUCT MANHOLES DESIGBA 1.00 3460.00 3460.00
2506.506 84" TYPE II
5/ CONSTRUCT MANHOLES DESIGNF 59.20 135.00 7992.00
2506.506 48" TYPE I
6/ CONSTRUCT CATCH BASIN LF 10.40 145.00 1508,00
2506.507 CITY TYPE II
7/ F & I CASTING ASSEMBLY EA 4.00 215.00 860.00
2506.516 (R-1642)
8/ F & I CASTING ASSEMBLY EA 5.00 245.00 1225.00
2506.516 (R-3246-B)
9/ CONNECT TO EXISTING STORBA 1.00 2065.00 2065.00
2506.602 SEWER
10/ CONNECT TO EXISTING CATCHA 1.00 555.00 555.00
2506.602 BASIN
11/ 12" PIPE PLUG EA 2.00 63.50 127.00
0503.602
12/ STABILIZING AGGREGATE TON 75.00 10.45 783.75
2105.543
SUBTOTALS: 36261.00
BID SCHEDULE C - WATER MAIN
ITEM NO./ CONTRACT ALPER CONSTRUCTION. I VALLEY PAVING, INC. NORTHDALE CONSTRUCTIO
MNDQT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 6" WATER MAIN - DUCTILE LF 358.00 15.00 5370.00 22.70 8126.60 14.00 5012.00
0504.603 IRON CL 52
2/ 8" WATER MAIN - DUCTILE LF 114.00 18.00 2052.00 22.70 2587.80 16.75 1909.50
0504.603 IRON CL 52
3/ 10" WATER MAIN - DUCTILELF 456.00 19.00 8664.00 24.75 11286.00 17.75 8094.00
0504.603 IRON CL 52
4/ 6" GATE VALVE AND BOX EA 4.00 430.00 1720.00 385.00 1540.00 400.00 1600.00
0504.602
5/ 8" POST INDICATOR VALVE EA 1.00 900.00 900.00 1050.00 1050.00 850.00 850.00
0504.602
6/ 10" X 10" TEE EA 2.00 235.00 470.00 240.00 480.00 220.00 440.00
0504.602
7/ 10" X 8" TEE EA 1.00 225.00 225.00 215.00 215.00 210.00 210.00
0504.602
8/ 10" X 6" TEE EA 2.00 225.00 450.00 210.00 420.00 210.00 420.00
0504.602
9/ 10" X 6" REDUCER EA 2.00 150.00 300.00 125.00 250,00 140.00 280.00
0504.602
10/ 6" BEND, 90 EA 1.00 110.00 110.00 110.00 110.00 100.00 100.00
0504.602
11/ 10" BEND, 90 EA 2.00 185.00 370.00 185.00 370.00 175.00 350.00
0504.602
12/ CONNECT TO EXISTING EA 2.00 750.00 1500.00 548.00 1096.00 700.00 1400.00
0504.602 WATER MAIN
13/ 4" RIGID INSULATION SF 352.00 3.75 1320.00 2.74 964.48 3.50 1232.00
0503.605
14/ 8" MJ PLUG EA 1.00 80.00 80.00 60.00 60.00 75.00 75.00
0504.602
15/ F & I FIRE HYDRANT EA 4.00 1285.00 5140.00 1650.00 6600.00 1200.00 4800.00
0504.602
16/ STABILIZING AGGREGATE TON 75.00 8.00 600.00 9.30 697.50 7.50 562.50
2105.543
SUBTOTALSI 29271.00 35853.38 27335.00
BID SCHEDULE C - WATER MAIN (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTIO HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 6" WATER MAIN - DUCTILE LF 358.00 22.50 8055.00 15.15 5423.70 24.50 8771.00
0504.603 IRON CL 52
2/ 8" WATER MAIN - DUCTILE LF 114.00 22.50 2565.00 18.00 2052.00 24.50 2793.00
0504.603 IRON CL 52
3/ 10" WATER MAIN - DUCTILELF 456.00 24.50 11172.00 19.20 8755.20 26.50 12084.00
0504.603 IRON CL 52
4/ 6" GATE VALVE AND BOX EA 4.00 378.00 1512.00 432.00 1728.00 410.00 1640.00
0504.602
5/ 8" POST INDICATOR VALVE EA 1.00 1040.00 1040.00 918.00 918.00 1120.00 1120.00
0504.602
6/ 10" X 10" TEE EA 2.00 240.00 480.00 238.00 476.00 255.00 510.00
0504.602
7/ 10" X 8" TEE EA 1.00 212.00 212.00 227.00 227.00 230.00 230.00
0504.602
8/ 10" X 6" TEE EA 2.00 208.00 416.00 227.00 454.00 230.00 460.00
0504.602
9/ 10" X 6" REDUCER EA 2.00 125.00 250.00 151.20 302.40 135.00 270.00
0504.602
- MI 11111 - OM MO IMO IIIIIII MI ailli - MI MI Illil MN IIIII 11111. mil am
11111 11111 1 m 1 1 1 l 1 1 l 1 1 m 1 1 1 r lin
10/ 6" BEND, 90 EA 1.00 108.00 108.00 108.00 108.00 130.00 130.00
0504.602
11/ 10" BEND, 90 EA 2.00 180.00 360.00 189.00 378.00 195.00 390.00
0504.602
12/ CONNECT TO EXISTING EA 2.00 540.00 1080.00 756.00 1512.00 585.00 1170.00
0504.602 WATER MAIN
13/ 4" RIGID INSULATION SF 352.00 2.70 950.40 3.80 1337.60 3.00 1056.00
0503.605
14/ 8" MJ PLUG EA 1.00 58.00 58.00 81.00 81.00 65.00 65.00
0504.602
15/ F & I FIRE HYDRANT EA 4.00 1625.00 6500.00 1296.00 5184.00 1760.00 7040.00
0504.602
16/ STABILIZING AGGREGATE TON 75.00 9.20 690.00 8.10 607.50 10.00 750.00
2105.543
SUBTOTALS: 35448.40 29544.40 38479.00
BID SCHEDULE C - WATER MAIN (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 6" WATER MAIN - DUCTILE LF 358.00 21.85 7822.30
0504.603 IRON CL 52
2/ 8" WATER MAIN - DUCTILE LF 114.00 26.15 2981.10
0504.603 IRON CL 52
3/ 10" WATER MAIN - DUCTILELF 456.00 25.90 11810.40
0504.603 IRON CL 52
4/ 6" GATE VALVE AND BOX EA 4.00 460.00 1840.00
0504.602
5/ 8" POST INDICATOR VALVE EA 1.00 985.70 985.70
0504.602
6/ 10" X 10" TEE EA 2.00 254.00 508.00
0504.602
7/ 10" X B" TEE EA • 1.00 220.50 220.50
0504.602
8/ 10" X 6" TEE EA 2.00 210.00 420.00
0504.602
9/ 10" X 6" REDUCER EA 2.00 155.00 310.00
0504.602
10/ 6" BEND, 90 EA 1.00 110.00 110.00
0504.602
11/ 10" BEND, 90 EA 2.00 200.00 400.00
0504.602
12/ CONNECT TO EXI8TING EA 2.00 522.00 1044.00
0504.602 WATER MAIN
13/ 4" RIGID INSULATION SF 352.00 2.10 739.20
0503.605
14/ 8" MJ PLUG EA 1.00 85.00 85.00
0504.602
15/ F & I FIRE HYDRANT EA 4.00 1215.00 4860.00
0504.602
16/ STABILIZING AGGREGATE TON 75.00 10.45 783.75
2105.543
SUBTOTALS: 34919.95
BID SCHEDULE D - SANITARY SEWER
ITEM NO./ CONTRACT ALPER CONSTRUCTION, I VALLEY PAVING, INC. NORTHDALE CONSTRUCTIO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 8" PVC SEWER LINE LF 245.00 18.00 4410.00 23.70 5806.50 17.00 4165.00
(0'-10' DEEP)
2/ 8" PVC SEWER LINE LF 56.00 19.00 1064.00 23.70 1327.20 18.00 1008.00
(10'-12' DEEP)
3/ CONSTRUCT MANHOLE DESIGNLF 22.80 120.00 2736.00 140.00 3192.00 110.00 2508.00
2506.506 48" TYPE I
4/ F & I CASTING ASSEMBLY EA 3.00 160.00 480.00 168.00 504.00 150.00 450.00
2506.516 (R-1642)
5/ CONNECT TO EXISTING EA 1.00 1100.00 1100.00 600.00 600.00 1000.00 1000.00
2506.602 SANITARY SEWER MANHOLE
6/ STABILIZING AGGREGATE TON 75.00 8.50 637.50 9.45 708.75 8.00 600.00
2105.543
7/ FURNISH AND INSTALL EA 4.00 375.00 1500.00 360.00 1440.00 350.00 1400.00
MANHOLE CHIMNEY SEALS
8/ 8" PVC PLUG EA 1.00 80.00 80.00 28.85 28.85 75.00 75.00
2503.602
SUBTOTALS: 12007.50 13607.30 11206.00
BID SCHEDULE D - SANITARY SEWER (Fontinued)
•
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTI0 HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 8" PVC SEWER LINE LF 245.00 23.50 5757.50 18.50 4532.50 26.00 6370.00
(0'-10' DEEP)
2/ 8" PVC SEWER LINE LF 56.00 23.50 1316.00 19.50 1092.00 26.00 1456.00
(10'-12' DEEP) .
3/ CONSTRUCT MANHOLE DESIGNLF 22.80 138.00 3146.40 118.80 2708.64 150.00 3420.00
506.506 48" TYPE I
4/ F & I CASTING ASSEMBLY EA 3.00 166.00 498.00 162.00 486.00 180.00 540.00
2506.516 (R-1642)
5/ CONNECT TO EXISTING EA 1.00 595.00 595.00 1080.00 1080.00 650.00 650.00
2506.602 SANITARY SEWER MANHOLE
6/ STABILIZING AGGREGATE TON 75.00 9.20 690.00 8.70 652.50 10.00 750.00
2105.543
7/ FURNISH AND INSTALL EA 4.00 360.00 1440.00 378.00 1512.00 385.00 1540.00
MANHOLE CHIMNEY SEALS
8/ 8" PVC PLUG EA 1.00 30.00 30.00 81.00 81.00 31.00 31.00
2503.602
SUBTOTALS: 13472.90 12144.64 14757.00
- MN - MI ME OM - - ME MO M r w - OM - MI MI PM
1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
BID SCHEDULE D - SANITARY SEWER (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORFO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 8" PVC SEWER LINE LF 245.00 18.00 4410.00
(0'-10' DEEP)
2/ 8" PVC SEWER LINE LF 56.00 19.00 1064.00
(10'-12' DEEP) •
3/ CONSTRUCT MANHOLE DESIGNLF 22.80 135.00 3078.00
2506.506 48" TYPE I
4/ F & I CASTING ASSEMBLY EA 3.00 215.00 645.00
2506.516 (R-1642)
5/ CONNECT TO EXISTING EA 1.00 1102.00 1102.00
2506.602 SANITARY SEWER MANHOLE
6/ STABILIZING AGGREGATE TON 75.00 10.45 783.75
2105.543
7/ FURNISH AND INSTALL EA 4.00 580.00 2320.00
MANHOLE CHIMNEY SEALS
8/ 8" PVC PLUG EA 1.00 20.00 20.00
2503.602
SUBTOTALS: 13422.75
BID SCHEDULE E - LIGHTING
ITEM NO./ CONTRACT ALBER CONSTRUCTION, I VALLEY PAVING, INC. NORTHDALE CONSTRUCTIO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ SERVICE CONNECTION EA 1.00 1100.00 1100.00 1000.00 1000.00 550.00 550.00
2545.601
2/ H.P.S. LIGHT FIXTURE EA 8.00 1400.00 11200.00 1785.00 14280.00 1950.00 15600.00
2545.601 (13'-O" HGT) (COMPLETE)
3/ HPS LIGHTED BOLLARD EA 17.00 825.00 14025.00 850.00 14450.00 910.00 15470.00
2545.601 (COMPLETE)
4/ RELOCATE LIGHTING EA 1.00 550.00 550.00 2000.00 2000.00 1450.00 1450.00
0545.602 ASSEMBLY
SUBTOTALS: 26875.00 31730.00 33070.00
BID SCHEDULE E - LIGHTING (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTIO HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ SERVICE CONNECTION EA 1.00 925.00 925.00 972.00 972.00 520.00 520.00
2545.601
2/ H.P.S. LIGHT FIXTURE EA 8.00 1630.00 13040.00 1728.00 13824.00 1900.00 15200.00
2545.601 (13'-O" HGT) (COMPLETE)
3/ HPS LIGHTED BOLLARD EA 17.00 748.00 12716.00 770.00 13090.00 910.00 18470.00
2545.601 (COMPLETE)
4/ RELOCATE LIGHTING EA 1.00 1210.00 1210.00 1242.00 1242.00 1410.00 1410.00
0545.602 ASSEMBLY
SUBTOTALS: 27891.00 29128.00 32600.00
BID SCHEDULE E - LIGHTING (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ SERVICE CONNECTION EA 1.00 545.00 545.00
2545.601
2/ H.P.S. LIGHT FIXTURE EA 8.00 1995.00 15960.00
2545.601 (13'-0" HGT) (COMPLETE)
3/ HPS LIGHTED BOLLARD EA 17.00 955.00 16235.00
2545.601 (COMPLETE)
4/ RELOCATE LIGHTING EA 1.00 1485.00 1485.00
•
0545.602 ASSEMBLY
SUBTOTALS: 34225.00
BID SCHEDULE F - WATER MAIN REPAIR
ITEM NO./ CONTRACT ALBER CONSTRUCTION, I VALLEY PAVING, INC. NORTHDALE CONSTRUCTIO
MNDOT NO. ITEM U4IT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ ABANDON WATER MAIN LS 1.00 1600.00 1600.00 1250.00 1250.00 1500.00 1500.00
2104.525
2/ 8" WATER MAIN - DUCTILE LF 600.00 70.00 42000.00 74.20 44520.00 64.20 38520.00
0504.603 IRON CL 52 (BALL JOINT)
3/ CONNECT TO EXISTING WATEHA 2.00 750.00 1500.00 415.00 830.00 700.00 1400.00
0504.602 MAIN
' SUBTOTALS: 45100.00 46600.00 41420.00
BID SCHEDULE F - WATER MAIN REPAIR (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCT ID HARDRIVES, INC.
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ ABANDON WATER MAIN LS 1.00 1225.00 1225.00 1620.00 1620.00 1320.00 1320.00
2104.525
2/ 8" WATER MAIN - DUCTILE LF 600.00 73.50 44100.00 70.00 42000.00 80.00 48000.00
0504.603 IRON CL 52 (BALL JOINT)
3/ CONNECT TO EXISTING WATERA 2.00 410.00 820.00 756.00 1512.00 1200.00 2400.00
0504.602 MAIN
r - E MO - MI S NM MN ■■■ NM - - r ME - - - S
um , a me NE we mu = am 1111. Mil NM IIIIII 111111 MI OM NM ME NO lila
SUBTOTALS: 46145.00 45132.00 51720.00
BID SCHEDULE F - WATER MAIN REPAIR (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ ABANDON WATER MAIN LS 1.00 21.95 21.95
2104.525
2/ 8" WATER MAIN - DUCTILE LF 600.00 93.00 55800.00
0504.603 IRON CL 52 (BALL JOINT)
3/ CONNECT TO EXISTING WATERA 2.00 980.70 1961.40
0504.602 MAIN
SUBTOTALS: 57783.35
BID SCHEDULE 8 - CHANHASSEN MALL STORM SEWER
ITEM NO./ CONTRACT ALDER CONSTRUCTION, I VALLEY PAVING, INC. NORTHDALE CONSTRUCTIO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 519.00 24.00 12456.00 21.65 11236.35 22.50 11677.50
2503.541 3006 CL V
2/ 36" RC PIPE SEWER DESIBNLF 25.00 55.00 1375.00 72.50 1812.50 52.00 1300.00
2503.541 3006 CL II
3/ CONSTRUCT CATCH BASIN LF 11.70 150.00 1755.00 82.50 965.25 140.00 1638.00
2501.507 TYPE H (27")
4/ CONSTRUCT MANHOLES EA 1.00 850.00 850.00 2220.00 2220.00 800.00 800.00
2506.508 TYPE II A
5/ F & I CASTING ASSEMBLY EA 1.00 160.00 160.00 168.00 168.00 150.00 150.00
2506.516 (R-1642-B)
6/ F & I CASTING ASSEMBLY EA 2.00 215.00 430.00 225.00 450.00 200.00 400.00
2506.516 (R-2503-D)
7/ CONNECT TO EXISTING STORM 1.00 535.00 535.00 510.00 510.00 500.00 500.00
2503.602 SEWER
• 8/ CRUSHED ROCK PIPE BEDDINQON 20.00 8.50 170.00 9.30 186.00 8.00 160.00
9/ REMOVE BITUMINOUS SY 850.00 1.50 1275.00 1.75 1487.50 2.00 1700.00
2104.505 PAVEMENT
10/ BITUMINOUS MIXTURE FOR SY 850.00 15.00 12750.00 15.40 13090.00 21.00 17850.00
2331.518 PATCHING
SUBTOTALS: 31756.00 32125.60 36175.50
BID SCHEDULE S - CHANHASSEN MALL STORM SEWER (continued)
ITEM NO./ CONTRACT GMH ASPHALT CORPORATI ALEXANDER CONSTRUCTIO HARDRIVES, INC.
MNDOT NO. ITEM UNIT OUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 519.00 21.50 11158.50 24.30 12611.70 24.00 12456.00
2503.541 3006 CL V
2/ 36" RC PIPE SEWER DESIGNLF 25.00 71.50 1787.50 56.00 1400.00 77.00 1925.00
2503.541 3006 CL II
3/ CONSTRUCT CATCH BASIN LF 11.70 82.00 959.40 151.20 1769.04 88.00 1029.60
2501.507 TYPE H (27")
4/ CONSTRUCT MANHOLES EA 1.00 2200.00 2200.00 864.00 864.00 2400.00 2400.00
2506.508 TYPE II A
5/ F & I CASTING ASSEMBLY EA 1.00 166.00 166.00 162.00 162.00 180.00 180.00
2506.516 (R-1642-8)
6/ F & I CASTING ASSEMBLY EA 2.00 218.00 436.00 216.00 432.00 240.00 480.00
2506.516 (R-2503-D)
7/ CONNECT TO EXISTING STORM 1.00 505.00 505.00 540.00 540.00 550.00 550.00
2503.602 SEWER
8/ CRUSHED ROCK PIPE BEDDINGON 20.00 9.20 184.00 8.65 173.00 10.00 200.00
9/ REMOVE BITUMINOUS SY 850.00 1.50 1275.00 2.16 1836.00 3.00 2550.00
2104.505 PAVEMENT
10/ BITUMINOUS MIXTURE FOR SY 850.00 11.00 9350.00 21.60 18360.00 15.00 12750.00
2331.518 PATCHING
SUBTOTALSi 28021.40 38147.74 34520.60
BID SCHEDULE 9 - CHANHASSEN MALL STORM SEWER (continued)
ITEM NO./ CONTRACT MIDWEST ASPHALT CORPO
MNDOT NO. ITEM UNIT QUANTITY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT
1/ 12" RC PIPE SEWER DESIGNLF 519.00 25.10 13026.90
2503.541 3006 CL V
2/ 36" RC PIPE SEWER DESIGNLF 25.00 60.00 1500.00
2503.541 3006 CL II
3/ CONSTRUCT CATCH BASIN LF 11.70 145.00 1696.50
2501.507 TYPE H (27")
4/ CONSTRUCT MANHOLES EA 1.00 1485.00 1485.00
2506.508 TYPE II A
5/ F & I CASTING ASSEMBLY EA 1.00 212.00 212.00
2506.516 (R-1642-B)
6/ F & I CASTING ASSEMBLY EA 2.00 245.00 490.00
2506.516 (R-25O3-D)
7/ CONNECT TO EXISTING STORM 1.00 540.00 540.00
2503.602 SEWER
8/ CRUSHED ROCK PIPE BEDDINGON 20.00 10.35 207.00
9/ REMOVE BITUMINOUS SY 850.00 1.00 850.00
2104.505 PAVEMENT
10/ BITUMINOUS MIXTURE FOR SY 850.00 20.50 17425.00
2331.518 PATCHING
SUBTOTALS: 37432.40
it ! r - - - MI ME ME - UM ME 1111111 - - - WM wa -