2. Lake Drive from Dakota Ave to Dell Rd. CITYOF --
-.
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, 4r:,i i ,, CHANHASSEN
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.L. ... _ 690 COULTER DRIVE • P.O. BOX 147• CHANHASSEN,MINNESOTA 55317
' (612) 937-1900 • FAX (612) 937-5739.
ction by City, Ad ministrator
V'�� Endorsed y bWPr
\ Modified
MEMORANDUM Rejected
Date_ 5- 3 j°q p
TO: Don Ashworth, City Manager pate Submitted to Commissar
1 FROM: Gary Warren, City Engineer
Dote Submitted to Council
DATE: May 30, 1990 LI 4. 4-q 0
ISUBJ: Award of Bids, Lake Drive East from Dakota Avenue to
Dell Road; Improvement Project 89-6
IIOn April 6, 1990 bids were received and opened on the subject
project. As noted in the attachments, a total of nine bids were
I received. The low bid was provided by Northdale Construction
Company in the amount of $714,694.34. The City is well experienced
with Northdale Construction and they are the current general
II contractor on the Lake Drive improvement project which is wrapping
up this spring, as they also are a sub-contractor on the Country
Hospitality Suites project. We ,find that their work is
satisfactory and the subject project is well within their
Icapabilities.
As noted in the attached bid tabulation, bid quantities for items
1 2341.521, 2501.541 and 2611.500 were slightly in error on the
engineer's proposal. 3= Utilizing the accurate quantities, the
revised award amount for the project is $719,802.59. This compares
Ifavorably to the feasibility study estimate of $713,846.
It is therefore recommended :that ,the -bid •for the Lake Drive East
Street and Utility Improvement .Project 89-6 be awarded to the firm
IIof Northdale Construction Company in the amount of $719,802.59.
Attachments: Bid Tabulation
i<
cc: Bud Osmundson, OSM
I
I
II
II
1
I : OS* Orr
Schelen
Mayeron&
Associates,Inc.
2021 East Hennepin Avenue
Minneapolis,MN 55413
612-331-8660
FAX 331-3806
' April 9, 1990 Surveyors
Planners
rs
Mr. Gary G. Warren, P.E.
City Engineer
' City of Chanhassen
690 Coulter Drive
Chanhassen, MN 55317
Re: Lake Drive East Street and Utility Improvements
City Project No. 89-6
Chanhassen, Minnesota
' OSM Comm. No. 4358. 00
Dear Mr. Warren:
At 10: 00 A.M. on April 6, 1990, bids were received and opened on
the referenced project. A total of nine bids were received and the
Bid Tabulation is attached.
The Engineer's Estimate was $751,400 based on final plans and
specifications dated March 12, 1990.
We recommend the award to the low bidder, Northdale Construction
Company, Incorporated, in the amount of $714,694 . 34.
We are enclosing the original bids for your files.
Respectfully,
ORR-SCHELEN-MAYERON
& ASSOCIATES, INC.
4,
Bud Osmundson, P.E.
Project Manager
HCO/cmw
S S E tCITY 1 r 2.):.
' 04/90-coc.gw 1-(7)• ':- `
APR 16 ill)
ENGINEERiNG DEPT
1
1
1
BID TABULATION
II
FOR
LAKE DRIVE EAST UTILITIES AND STREET IMPROVEMENTS I
CITY PROJECT NO. 89-6
CITY OF CHANHASEN
I
BIDS OPENED: 10: 00 A.M. ORR-SCHELEN-MAYERON
IAPRIL 6, 1990 & ASSOCIATES, INC.
CHANHASSEN CITY HALL
BID ADDENDUM
I
CONTRACTOR SECURITY ACKNOWLEGEMENT TOTAL BID
Northdale Construction Yes Yes $ 714, 696.34*
I
Inc.
Brown & Cris, Inc. Yes Yes $ 724, 170.70*
Richard Knutson, Inc. Yes Yes $ 737,780. 10
. II
Progressive Contractors Yes Yes $ 760, 184 .45
Inc.
Latour Construction Yes Yes 762 884. 15 I
J.P. Norex, Inc. Yes Yes $ 838,595.20
I
G.L. Contracting, Inc. Yes Yes $ 918, 134. 23*
Shafer Contracting, Co. Yes Yes $ 984,021. 60 '
Nodland Construction Yes Yes $1, 206, 689. 00
Co. , Inc.
I
ENGINEER'S ESTIMATE $ 751,416.00 I
•
CITY OF CHANHASSEN
II
tit... u'J�`' I hereby certify that this is a true
r' r 16 19n and correct tabulation of the bids
as received on: April 6, 1990
II
ENGINEENG DEPT By C.
Hen C. Osmundson I
*Denotes Corrected Figure OSM Comm. No. 4358. 00
1
II
. r
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIMIIMIIIIIMIIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIMOIIIIIII M
BID IAPULM ION
LAKE 9817E EAST STREET $ UTILITY IMPROVEMENTS .
CHANHASSEN, MINNESOTA
CIfO PROJECT NO. 89 - 6
OSM COMMISSION NO. 4358
ENGINEER ' S NORTHDALE BROWN $ RICHARD PROGRESSIVE
ITEM SPEC. TOTAL E S T I M A T E CONSTRUCTION C R 1 S, I N C. K NUTS O N, I N C. CONTRACTORS, INC.
NO. NO. ITEM WANT. UNITS UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE A - STREETS
1 0564.602 F i I TRAFFIC SIGNS (COMP. ASSEMBLY) 3 EA. $ 100 $ 300.00 $ 100.00 $ 300.00 $ 120.00 $ 360.00 8 96.00 8 288.00 8 96.00 $ 288.00
2 DIY II SALVAGE/REINSTAL SIGNS (CMP. ASBLY.) 2 EA. 100 200.00 65.00 130.00 100.00 200.00 116.00 232.00 58.00 116.00
3 0564.603 4' SOLID LINE WHITE - PAINT 6540 L.F. 0.10 654.00 0.13 850.20 0.12 784.80 0.12 784.80 0.12 784.80
4 0564.603 4' DBL SOLID LINE YELLOW - PAINT 3270 L.F. 0.10 327.00 0.25 817.50 0.23 752.10 0.24 184.80 0.24 784.80
5 2101.501 CLEAR 1.1 ACRE 1400 1,540.00 750.00 825.00 2000.00 2,200.00 1500.00 1,650.00 2500.00 2,750.00
6 2101.506 6808 1.1 ACRE 1100 1,210.00 750.00 825.00 2000.00 2,200.00 1000.00 1,100.00 2000.00 2,200.00
7 2104.501 REMOVE PIPE - ALL TYPES/SIIES 1180 L.F. 7 8,260.00 4.00 4,720.00 5.00 5,900.00 6.00 7,080.00 6.00 7,080.00
8 2104.501 REMOVE WATER MAIN -ALL SIZES 1200 L.F. 8 9,600.00 4.50 5,400.00 4.00 4,800.00 3.50 4,200.00 6.00 7,200.00
9 2104.501 REMOVE CONCRETE CURB N GUTTER 5050 L.F. 2.50 12,625.00 1.50 1,515.00 2.00 10,100.00 1.00 5,050.00 1.10 5,555.00
10 2104.505 REMOVE BITUMINOUS PAVEMENT 8550 S.Y. 2.50 21,375.00 1.50 12,825.00 1.00 8,550.00 3.25 27,787.50 1.50 12,825.00
11 2104.505 REMOVE CONCRETE DRIVEWAYS ! WALKS 100 S.Y. 7.00 700.00 1.00 100.00 7.00 700.00 4.50 450.00 3.50 350,00
12 2104.509 REMOVE MANHOLE OR CATCHBASIN 5 EACH 300 1,500.00 35.00 175.00 200.00 1,000.00 175.00 875.00 100.00 500.00
13 2104.513 SAWCUT BITUMINOUS PAVEMENT 450 L.F. 3 1,350.00 4.50 2,025.00 2.00 900.00 4.00 1,800.00 3.50 1,575.00
14 2104.523 SALVAGE CASTINGS 7 EACH 100 700.00 60.00 420.00 100.00 700.00 35.00 245.00 50.00 350.00
15 2104.525 ABANDON MANHOLE - FILL WITH SAND 1 EACH 200 200.00 150.00 150.00 500.00 500.00 303.00 303.00 600.00 600.00
16 2105.501 COMMON EXCAVATION 36,000 C.Y. 1.10 39,600.00 1.65 59,400.00 1.00 36,000.00 1.00 36,000.00 1.25 45,000.00
17 2211.501 AGGREGATE BASE - CL 5 1100Z CRUSHED) 10500 TON 7.00 73,500.00 6.80 71,400.00 6.50 68,250.00 6.50 68,250.00 6.70 70,350.00
18 2331.504 BITUMINOUS MATERIAL FOR MIXTURE 165.8 TON 135 22,383.00 125.00 20,725.00 117.00 19,398.60 125.00 20,725.00 117.00 19,398.60
19 2331.510 2331 BITUMINOUS BINDER COURSE 1475 TON 9.50 14,012.50 12.00 17,700.00 10.73 15,826.75 11.00 16,225.00 10.73 15,826.75
20 2331.514 2331 BITUMINOUS BASE COURSE 1840 TON 9.00 16,560.00 11.45 21,068.00 10.55 19,412.00 11.00 20,240.00 10.55 19,412.00
21 2331.521 IRREGULAR WIDTH PAVING 385 S.Y. 15 5,775.00 5.90 2,271.50 4.35 1,674.75 6.00 2,310.00 4.35 1,674.75
22 2341.504 BITUMINOUS MATERIAL FOR MIXTURE 95.9 TON 135 12,946.50 136.00 13,042.40 128.00 12,275.20 150.00 14,385.00 128.00 12,275.20
23 2341.508 2341 BITUMINOUS WEAR COURSE 1�! TON 11.50 16,962.50 13.70 20,207.50 12.60 18,585.00 12.00 17,700.00 12.60 18,585.00
24 2341.521 IRREGULAR WIDTH PAVING 9j1 WY S.Y. 17 8,330.00 6.25 3,062.50 4.35 2,131.50 9.00 4,410.00 4.35 2,131.50
25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 1 5 GAL. 1.40 1,743.00 1.05 1,307.25 1.00 1,245.00 1.00 1,245.00 1.10 1,369.50
26 2221.501 4' CONCRETE WALK 19800 S.F. 1.30 25,740.00 1.30 25,740.00 1.35 26,730.00 1.50 29,700.00 1.25 24,750.00
27 2531.501 CONCRETE CURB $ GUTTER DESIGN 8-618 7150 L.F. 5.00 35,750.00 4.25 30,387.50 4.15 29,672.50 4.50 32,175.00 4.50 32,175.00
28 2531.507 8' CONCRETE DRIVEWAY PAVEMENT 290 S.Y. 25 7,250.00 21.65 6,278.50 25.00 7,250.00 23.00 6,670.00 25.00 7,250.00
29 2573.502 EROSION CONTROL • 4500 L.F. 1.50 6,750.00 1.75 7,875.00 1.00 4,500.00 2.50 11,250.00 2.50 11,250.00
30 DIV. II SEEDING INCL. MULCH, FERT, 4' T.SOIL 5.4 ACRE 650 3,510.00 1080.00 5,832.00 500.00 2,700.00 1600.00 8,640.00 780.00 4,212.00
31 DIV. 11 SODDING INCLUDING 4' TOP SOIL 6900 S.Y. 1.50 10,350.00 1.60 11,040.00 1.75 12,075.00 2.00 13,800.00 1.25 8,625.00
32 DIV II TRANSPLANT TREES 17 EACH 400 6,800.00 150.00 2,550.00 150.00 2,550.00 200.00 3,400.00 100.00 1,700.00
33 DIV 11 6' X 6' TIMBER RETAINING WALL 135 S.F. 10 1,350.00 8.50 1,147.50 20.00 2,700.00 15.00 2,025.00 11.50 1,552.50
34 DIV II SW CLOSED SN $ BARICAOE - LSBI 14-A 1 L.S. 500 500.00 250.00 250.00 500.00 500.00 200.00 200.00 225.00 225.00
SCHEDULE A - STREET TOTAL $370,353.50 $358,422.35 $323,123.20 8361,980.10 .914 4'3 C I !NH SSEK
f
APR 16 1990
ENGINEERING DEPT
•
BID TABULATION
LAKE DRIVE EAST STREET i UTILITY IMPROVEMENTS
CHAHIiASSc1, MINNESOTA
CITY PROJECT NO. 89 - 6
OSM COMMISSION NO. 4358
LATOUR J. P. MUREX 6. L. CONTRACTING SHAFER N0DLAND
ITEM SPEC. 6 TOTAL 2ONSTRUCTION I N C. 1 N C. CONTRACTING CO., INC. CONSTRUCTION CO., INC.
NO. W0. ITEM OUANT. UNITS UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE A - STREETS
1 0564.602 F & I TRAFFIC SIGNS (COMP. ASSEMBLY) 3 EA. $ 96.00 $ 288.00 9 102.00 $ 306.00 $ 102.90 $ 308.70 $ 100.00 $ 300.00 f 400.00 $ 1,200.00
2 DIV Il SALVAGE/REINSTAL SIGNS (CAP. ASBLY.) 2 EA. 58.00 116.00 61.50 123.00 63.80 127.60 70.00 140.00 200.00 400.00
3 0564.603 4' SOLID LINE WHITE - PAINT 6540 L.F. 0.12 784.80 0.13 850.20 0.12 784.80 0.12 794.80 0.30 1,962.00
4 0564.603 4' DBL SOLID LINE YELLOW - PAINT 3270 L.F. 0.23 752.10 0.25 817.50 0.25 817.50 0.24 784.80 0.50 1,635.00
5 2101.501 CLEAR 1.1 ACRE 750.00 825.00 3710.00 4,081.00 2750.00 3,025.00 2000.00 2,200.00 3000.00 3,300.00
6 2101.506 GRUB 1.1 ACRE 750.00 825.00 1590.00 1,749.00 2200.00 2,420.00 2000.00 2,200.00 3000.00 3,300.00
7 2104.501 REMOVE PIPE - ALL TYPES/SIZES 1180 L.F. 5.00 5,900.00 5.30 6,254.00 10.30 12,154.00 5.00 5,900.00 8.00 9,440.00
8 2104.501 REMOVE WATER MAIN - ALL SIZES 1200 L.F. 5.00 6,000.00 5.30 6,360.00 8.10 9,720.00 5.00 6,000.00 8.00 9,600.00
9 2104.501 REMOVE CONCRETE CURB & GUTTER 5050 L.F. 1.70 8,585.00 1.85 9,342.50 1.60 8,080.00 1.25 6,312.50 3.00 15,150.00
10 2104.505 REMOVE BITUMINOUS PAVEMENT 8550 S.Y. 0.95 8,122.50 1.55 13,252.50 1.10 9,405.00 1.50 12,825.00 3.00 25,650.00
11 2104.505 REMOVE CONCRETE DRIVEWAYS k WALKS 100 S.Y. 4.00 400.00 2.75 275.00 3.20 320.00 5.00 500.00 20.00 2,000.00
12 2104.509 REMOVE MANHOLE OR CATCHBASIN 5 EACH 100.00 500.00 2.30 11.50 216.00 1,080.00 200.00 1,000.00 300.00 1,500.00
13 2104.513 SAWCUT BITUMINOUS PAVEMENT 450 L.F. 1.50 675.00 97.20 43,740.00 2.80 1,260.00 3.50 1,575.00 5.00 2,250.00
14 2104.523 SALVAGE CASTINGS 7 EACH 70.00 490.00 97.20 680.40 64.80 453.60 150.00 1,050.00 200.00 1,400.00
15 2104.525 ABANDON MANHOLE - FILL WITH SAND 1 EACH 200.00 200.00 133.00 133.00 318.00 318.00 200.00 200.00 500.00 500.00
16 2105.501 COMMON EKCAVATiON 36,000 C.Y, 1.30 46,800.00 1.12 40,320.00 1.40 50,400.00 2.50 90,000.00 4.00 144,000.00
17 2211.501 AGGREGATE BASE - CL 5 (1001 CRUSHED) 10500 TON 6.85 71,925.00 6.65 69,825.00 7.60 79,800.00 7.00 71,500.00 8.50 89,250.00
18 2331.504 BITUMINOUS MATERIAL FOR MIXTURE 165.8 TON 117.00 19,398.60 132.50 21,968.50 133.10 22,067.98 150 00 24,870.00 150.00 24,870.00
19 2331.510 2331 BITUMINOUS BINDER COURSE 1475 TON 12.00 17,700.00 12.00 17,700.00 13.40 19,765.00 11.00 16,225.00 15.00 22,125.00
20 2331.514 2331 BITUMINOUS BASE COURSE 1840 TON 12.00 22,080.00 11.25 20,700.00 12.70 23,368.00 11.00 20,240.00 15.00 27,600.00
21 2331.521 IRREGULAR WIDTH PAVING 385 S.Y, 3.00 1,155.00 6.35 2,444.75 7.30 2,810.50 6.00 2,310.00 6.00 2,310.00
22 2341.504 BITUMINOUS MATERIAL FOR MIXTURE 95.9 TON 128.00 12,275.20 160.00 15,344.00 145.20 13,924.68 150.00 14,385.00 150.00 14,385.00
23 2341.508 2341 BITUMINOUS WEAR COURSE 1475 TON 13.45 19,838.75 12.60 18,585.00 15.20 22,420.00 13.00 19,175.00 16.00 23,600.00
24 2341.521 IRREGULAR WIDTH PAVING 490 S.Y. 3.00 1,470.00 9.30 4,557.00 7.70 3,773.00 6.00 2,940.00 7.00 3,430.00
25 2357.502 BITUMINOUS MATERIAL FOR TACO COAT 1245 GAL. 1.00 1,245.00 1.05 1,307.25 1.10 1,369.50 1.50 1,867.50 2.00 2,490.00
26 2521.501 4' CONCRETE WALK 19800 S.F. 1.20 23,760.00 1.55 30,690.00 1.60 31,680.00 1.80 35,640.00 2.00 39,600.00
27 2531.501 CONCRETE CURB & GUTTER DESIGN 8-618 7150 L.F. 4.55 32,532.50 4.50 32,175.00 4.70 33,605.00 5.50 39,325.00 5.50 39,325.00
28 2531.507 8' CONCRETE DRIVEWAY PAVEMENT 290 S.Y. 18.50 5,365.00 26.70 7,743.00 25.30 7,337.00 30.00 8,700.00 30.00 8,700.00
29 2573.502 EROSION CONTROL • 4500 L.F. 2.75 12,375.00 1.80 8,100.00 4.50 20,250.00 2.50 11,250.00 3.00 13,500.00
30 DIV. II SEEDING INCL. MULCH, FERT, 4' T.SOIL 5.4 ACRE 700.00 3,780.00 670.00 3,618.00 2420.00 13,068.00 2500.00 13,500.00 3000.00 16,200.00
31 DIV. II SODDING INCLUDING 4' TOP SOIL 6900 S.Y. 1.25 8,625.00 2.15 14,835.00 2.30 15,870.00 1.90 13,110.00 2.10 14,490.00
32 DIV II TRANSPLANT TREES 17 EACH 30.00 510.00 97.20 1,652.40 275.00 4,675.00 175.00 2,975.00 250.00 4,250.00
33 DIV II 6' X 6' TIMBER RETAINING NALL 135 S.F. 11.00 1,485.00 20.50 2,761.50 19.80 2,673.00 30.00 4,050.00 20.00 2,700.00
34 DIV II SW CLOSED SN 1 BARICADE - LSBI l4-A 1 L.S. 455.00 455.00 603.00 603.00 198.00 198.00 700.00 700.00 750.00 750.00
SCHEDULE A - STREET TOTAL $337,238.45 $402,911.00 $419,328.86 $436,534.60 $ 572,962.00
ME NM MN ME MI 11111. 1111111 IIIIII NM 1111111 ME 111.11 MN Mil MN IIIIIII OM NM MIN
Mil ME MN MI I ME NM 1111. MO ME M 11.111 IIMI Mill MN NM ME 111111 Ili
ENGINEER ' S NORTHDALE BROWN & RICHARD PROGRESSIVE
ITEM SPEC. TOTAL E S I ( M A T E CONSTRUCTION C R I S, 1 N C. K H U T S O N, I N C. CONTRACTORS, INC.
NO. NO. ITEM OUANT. UNITS UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE B - STORM DRAIN
O
33 2501.541 12' R.C.P. C.B. LEADS CL IV �� 00 L.F $ 18 1,800.00 $ 16.00 1,600.00 19.60 1,960.00 20.00 2,000.00 18.25 1,825.00
36 2503.541 15' A.C.P. C. B. LEADS Ci. IV 32 L.F. 19 608.00 17.00 544.00 21.00 672.00 21.00 672.00 19.50 624.00
37 2503.541 15' R.C.P. CL IV 100 L.F. 19 3,610.00 17.00 3,230.00 19.00 3,610.00 21.00 3,990.00 17.60 3,344.00
38 2503.541 18' A.C.P. CL III 464 L.F. 20 9,280.00 20.00 9,280.00 21.00 9,744.00 23.00 10,672.00 19.55 9,071.20
39 2503.541 21' R.C.P. CL III 32 L.F. 23 736.00 22.00 704.00 24.50 784.00 25.00 800.00 21.10 675.20
40 2503.541 24' R.C.P. CL III 544 L.F. 28 15,232.00 27.00 14,688.00 25.00 13,600.00 27.00 14,688.00 23.90 13,001.60
41 2503.541 27' R.C.P. CL ill 155 L.F. 29 4,495.00 35.00 5,425.00 28.00 4,340.00 30.00 4,650.00 27.40 4,247.00
42 2503.541 36' R.C.P. CL III 16 L.F. 41 656.00 38.00 608.00 50.00 800.00 44.00 704.00 45.00 720.00
43 2503.541 42' R.C.P. CL II 511 L.F. 60 30,660.00 55.00 28,105.00 57.00 29,127.00 56.00 28,616.00 55.55 28,386.05
44 2503.573 36' RCP F.E.S. MI TR. 6. CL II 1 EA. 1200 1,200.00 1350.00 1,350.00 1200.00 1,200.00 1200.00 1,200.00 1415.00 1,415.00
45 2506.508 STANDARD 4' DIA. STN. MH (0 - 9') 3 EACH 900 2,700.00 900.00 2,700.00 860.00 2,580.00 800.00 2,400.00 1000.00 3,000.00
46 2506.508 STANDARD 5' DIA. STN. MH (0 - 8') 2 EACH 1500 3,000.00 1425.00 2,850.00 1300.00 2,600.00 1400.00 2,800.00 1500.00 3,000.00
47 2506.508 STANDARD 6' DIA. STN. NH (0 - 8') 1 EACH 2000 2,000.00 1950.00 1,950.00 1800.00 1,800.00 1600.00 1,600.00 2000.00 2,000.00
48 2506.508 STANDARD 8' DIA. STN. MH (0 - 8') 1 EACH 2700 2,700.00 3400.00 3,400.00 3300.00 3,300.00 2700.00 2,700.00 4000.00 4,000.00
49 2506.508 4' DIA. CATCH BASIN MANHOLE (0 - B') 7 EACH 900 6,300.00 900.00 6,300.00 910.00 6,370.00 800.00 5,600.00 1100.00 7,700.00
50 2506.508 6' DIA. CATCH BASIN MANHOLE (0 - 8'1 2 EACH 1700 3,400.00 1550.00 3,100.00 1900.00 3,800.00 1600.00 3,200.00 2300.00 4,600.00
51 2506.509 CATCH BASIN TYPE A 10 EACH 700 7,000.00 600.00 6,000.00 700.00 7,000.00 600.00 6,000.00 800.00 8,000.00
52 2506.511 RECONSTRUCT MANHOLE 20 L.F. 200 4,000.00 100.00 2,000.00 80.00 1,600.00 100.00 2,000.00 130.00 2,600.00
53 2506.516 CASTING ASSEMBLIES - TYPE A 2 EACH 200 400.00 175.00 350.00 200.00 400.00 200.00 400.00 250.00 500.00
54 2506.522 ADJUST FRAME & RING CASTING 2 EACH 200 400.00 125.00 250.00 200.00 400.00 165.00 330.00 150.00 300.00
55 2511.504 OUARRY-RUN RIPRAP, CLASS IV 30 TON 25 750.00 8.00 240.00 20.00 600.00 33.00 990.00 43.00 1,290.00
56 DIV II BREAK INTO INPLACE MH / CI 2 EACH 400 800.00 250.00 500.00 600.00 1,200.00 500.00 1,000.00 400.00 800.0+)
57 DIV II CONST DITCH B SEDMNT DAM - LSBI 13-A 1 L.S. 6000 6,000.00 1500.00 1,500.00 2000.00 2,000.00 1000.00 1,000.00 5500.00 5,500.00
SCHEDULE 8 - STORM DRAIN TOTAL $107,727.00 $ 96,674.00 $ 99,487.00 $ 98,012.00 $106,599.05
SCHEDULE C - WATER MAIN
58 2611.500 12' DIP CL 52 WATERMAIN 2290 L.F. $ 18 41,220.00 $ 18.40 42,136.00 18.85 43,166.50 20.00 45,800.00 19.90 45,571.00
59 2611.500 10' DIP CL 52 NATERMAIN 430 L.F. 16 6,880.00 15.60 6,708.00 16.10 6,923.00 16.00 6,880.00 17.15 7,374.50
60 2611.500 8' DIP CL 52 NATERMAIN 55 L.F. 15 825.00 14.00 770.00 15.00 825.00 14.00 770.00 15.30 841.50
61 2611.500 6' DIP CL 52 NATERMAIN 445 L.F. 12 5,340.00 12.00 5,340.00 14.00 6,230.00 12.00 5,340.00 11.50 5,117.50
62 2611.500 12' GATE VALVE 6 BOX 2 EACH 900 1,800.00 775.00 1,550.00 750.00 1,500.00 900.00 1,800.00 780.00 1,560.00
63 2611.500 10' GATE VALVE & BOO 1 EACH 900 900,00 650.00 650.00 650.00 650.00 700.00 700.00 660.00 660.00
64 2611.500 8' GATE VALVE 6 BOX 1 EACH 550 550.00 475.00 475.00 500.00 500.00 500.00 500.00 440.00 440.00
65 2611.500 6' GATE VALVE & BOX 17 EACH 450 7,650.00 260.00 4,420.00 350.00 5,950.00 300.00 5,100.00 330.00 5,610.00
66 2611.500 SALVAGE 4 REINSTALL HYDRANTS 3 EACH 1000 3,000.00 450.00 1,350.00 850.00 2,550.00 400.00 1,200.00 500.00 1,500.00
67 2611.500 HYDRANTS (p 4DEACH 1000 4,000.00 950.00 3,800.00 975.00 3,900.00 1100.00 4,400.00 1050.00 4,200.00
68 2611.500 RELOCATE HYDRANTS 3 EACH 600 1,800.00 350.00 1,050.00 850.00 2,550.00 500.00 1,500.00 700.00 2,100.00
69 2611.500 HYDRANT EXTENSIONS ; 4 L.F. 250 1,000.00 250.00 1,000.00 220.00 880.00 200.00 800.00 250.00 1,000.00
70 2611.500 FITTINGS 7500 LB. 1 7,500.00 1.00 7,500.00 0.01 75.00 1.00 7,500.00 1.00 7,500.00
71 2611.500 ADJUST EXISTING GATE VALVE 3 EACH 150 450.00 75.00 225.00 150.00 450.00 70.00 210.00 100.00 300.00
72 2611.500 CONNECT TO EXISTING M. M. 2 EACH 100 200.00 250.00 500.00 800.00 1,600.00 300.00 600.00 I00.00 600.00
73 2611.500 10'112' NET TAP (INCL 10' TAP VALVE) 1 EACH 2000 2,000.00 2200.00 2,200.00 3000.00 3,000.00 1100.00 1,700.00 1500.00 1,500.00
SCHEDULE C - WATER MAIN TOTAL $ 85,115.00 $ 79,674.00 $ 80,749.50 $ 84,800.00 $ 85,874.50
' LA TOUR J. P. NORE X 6. L. CONTRACTING SHAFER NODLAND
11'EM SPEC. TOTAL CONSTRUCTION I N C. I N C. CONTRACTING CO., INC. CONSTRUCTION CO., INC.
NO. NO. ITEM OUANT. UNITS UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE B - STORM DRAIN
35 2503.541 12' R.C.P. C.B. LEADS CL IV 100 L.F. 16.50 1,650.00 27.75 2,775.00 18.40 1,840.00 24.00 2,400.00 22.00 2,200.00
36 2503.54! 15' R.C.P. C. B. LEADS CL IV 32 L.F, 17.50 560.00 29,50 944.00 19.80 633.60 26.00 832.00 23.00 736,00
37 2503.541 15' R.C.P. CL IV 190 L.F. 17 50 3,325.00 22.95 4,341.50 19.80 3,762.00 23.00 4,370.00 23.00 4,370.00
38 2503,541 18' R.C.P. CL III 464 I.E. 19.00 8,816.00 25.25 11,716.00 21:90 10,161.60 25.00 11,600.00 24.00 11,136,00
39 2503.541 21' R.C.P. CL ill 32 L.F. 21.00 672.00 29.20 934.40 25.40 812.80 29.00 928.00 29.00 928.00
40 2303.541 24' R.C.P. CL III 544 L.F. 23.50 12,784.00 31.80 17,299.20 27.80 15,123.20 32.00 17,408.00 31.00 16,864.00
41 2503.541 27' R.C.P. CL III 155 L.F. 30.00 4,650.00 41.00 6,355.00 35.10 5,440.50 38.00 5,890.00 34.00 5,270.00
42 2503.541 36' R.C.P. CL III 16 L.F, 36.00 576.00 50.40 806.40 45.30 724.80 46.00 736.00 50.00 800.00
43 2503.541 42' R.C.P. CL II 511 L.F. 50.00 25,550.00 66.45 33,955.95 60.40 30,864.40 63.00 32,193.00 10.00 35,770.00
44 2503.573 36' RCP F.E.S. NI TR. 6. CL II 1 EA. 940.00 940.00 2014.00 2,014.00 1106.60 1,106.60 1200.00 1,200.00 1500.00 1,500.00
45 2506.508 STANDARD 4' DIA. SIM. MH (0 - 8') 3 EACH 850.00 2,550.00 961.00 2,883.00 1083.00 3,249.00 1400.00 4,200.00 1000.00 3,000.00
46 2506.508 STANDARD 5' DIA. STM. MH (0 - 8') 2 EACH 1200.00 2,400.00 1590.00 3,180.00 1665.90 3,331.80 1600.00 3,200.00 1500.00 3,000.00
47 2506.508 STANDARD 6' DIA. SIM. MH (0 - 8') I EACH 1770.00 1,770.00 2132.00 2,132.00 2154.60 2,154.60 2600.00 2,600.00 2100.00 2,100.00
48 2506.508 STANDARD 8' DIA. SIM. MH (0 - 81 I EACH 2850.00 2,850.00 3857.00 3,857.00 3859.60 3,859.60 4000.00 4,000.00 4500.00 4,500.00
49 2506.508 4' DIA. CATCH BASIN MANHOLE (0 - 8') 7 EACH 990.00 6,930.00 990.00 6,930.00 1012.70 7,508.90 1200.00 8,400.00 1000.00 7,000.00
50 2506.508 6' DIA. CATCH BASIN MANHOLE (0 - 8') 2 EACH 1670.00 3,340.00 1646.00 3,292.00 2224.00 4,448.00 1400.00 2,800.00 1500.00 3,000.00
51 2506.509 CATCH BASIN TYPE A 10 EACH 540.00 5,400.00 680.00 6,800.00 633.50 6,335.00 700.00 7,000.00 900.00 9,000.00
52 2506.511 RECONSTRUCT MANHOLE 20 L.F. 100.00 2,000.00 106.45 2,129.00 206.20 4,124.00 170.00 3,400.00 100.00 2,000.00
53 2506.516 CASTING ASSEMBLIES - TYPE A 2 EACH 135.00 270.00 231.30 462.60 189.60 379.20 300.00 600.00 300.00 600.00
54 2506.522 ADJUST FRAME 1 RING CASTING 2 EACH 150.00 300.00 100.75 201.50 154.30 308.60 175.00 350.00 200.00 400.00
55 2511.504 QUARRY-RUN R1PRAP, CLASS IV 30 TON 20.00 600.00 47.00 1,410.00 40.20 1,206.00 35.00 1,050.00 40.00 1.200.00
56 DIV II BREAK INTO ! PLACE MH / CB 2 EACH 450.00 900.00 338.00 676.00 216.00 432.00 350.00 700.00 500.00 1,000.00
57 DIV II COAST DITCH 1 SEDMNT DAM - LSBI 13-A 1 L.S. 3360.00 3,360.00 2450.00 2,450.00 1289.90 7,289.90 1500.00 1,500.00 7500.00 1,500.00
SCHEDULE 8 - STORM DRAIN TOTAL $ 92,193.00 $117,544.55 $115,096.10 $117,351.00 6 123,874.00
SCHEDULE C - WATER MAIN
58 2611.500 12' DIP CL 52 NATERMAIN 2290 L.F. 17.70 40,533.00 19.50 44,655.00 22.40 51,296.00 23.00 52,670.00 28.00 64,120.00
59 2611.500 10' DIP CL 52 NATERMAIN 430 L.F. 14.90 6,407.00 16.90 7,267.00 19.10 8,213.00 22.00 9,460.00 20.00 8,600.00
60 2611.500 8' DIP Cl 52 NATERMAIN 55 L.F. 12.30 676.50 14.00 770.00 18.10 995.50 20.00 1,100.00 16.00 880.00
61 2611.500 6' DIP CL 52 NATERMAIN 445 L.F. 10.20 4,539.00 11.60 5,162.00 15.70 6,986.50 18.00 8,010.00 13.00 5,785.00
62 2611.500 12' GATE VALVE i BOX 2 EACH 820.00 1,640.00 905.00 1,810.00 953.30 1,906.60 1200.00 2,400.00 800.00 1,600.00
63 2611.500 10' GATE VALVE i BOX 1 EACH 670.00 670.00 730.00 730.00 786.20 786.20 1100.00 1,100.00 750.00 750.00
64 2611.500 8' GATE VALVE i BOX 1 EACH 470.00 470.00 516.25 516.25 539.40 539.40 800.00 800.00 500.00 500.00
65 2611.500 6' GATE VALVE i BOI 17 EACH 345.00 5,865.00 400.00 6,800.00 390.00 6,630.00 500.00 8,500.00 400.00 6,800.00
66 2611.500 SALVAGE 1 REINSTALL HYDRANTS 3 EACH 550.00 1,650.00 705.00 2,115.00 1137.60 3,412.80 700.00 2,100.00 1000.00 3,000.00
67 2611.500 HYDRANTS 4 EACH 1110.00 4,440.00 1360.00 5,440.00 1096.30 4,385.20 1200.00 4,800.00 1200.00 4,800.00
68 2611.500 RELOCATE HYDRANTS 3 EACH 450.00 1,350.00 705.00 2,115.00 1044.40 3,133.20 700.00 2,100.00 2500.00 7,500.00
69 2611.500 HYDRANT EXTENSIONS . 4 L.F. 240.00 960.00 269.00 1,076.00 352.20 1,408.80 250.00 1,000.00 200.00 800.00
70 2611.500 FITTINGS 7500 LB. 1.00 7,500.00 1.00 7,500.00 1.20 9,000.00 1.50 11,250.00 0.75 5,625.00
71 2611.500 ADJUST EXISTING GATE VALVE 3 EACH 100.00 300.00 67.95 203.85 98.20 294.60 125.00 375.00 120.00 360.00
72 2611.500 CONNECT TO EXISTING N. M. 2 EACH 770.00 1,540.00 545.50 1,091.00 322.30 644.60 300.00 600.00 500.00 1,000.00
73 2611.500 10'112' WET TAP (INCL 10' TAP VALVEI 1 EACH 2385.00 2,385.00 2200.00 2,200.00 2778.00 2,778.00 2200.00 2,200.00 3000.00 3,000.00
SCHEDULE C - WATER MAIN TOTAL 1 80,925.50 $ 89,451.10 $102,410.40 $108,465.00 $ 115,120.00
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1 M 1 1 MN 1 MN 1 1 1 Mil M 1 MN = 1 1 1 1
ENGINEER ' S NOR T HDALE BROWN $ RICHARD PROGRESSIVE
ITEM ' SPEC. TOTAL E S T I M A T E CONSTRUCTION C R I S, 1 N C. ( NUTS O )4, INC. CONTRACTORS, INC.
NO. NO. ITEM OOANT. UNITS UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE D - SANITARY SEWER
74 2621.500 12' RCP SAN SWR 5000 D 768 L.F. $ 35 26,880.00 $ 39.60 30,412.80 61.00 46,848.00 40.00 30,720.00 60.50 46,464.00
75 2621.500 12' RCP SAN SWR 4000 0 763 L.F. 30 22,890.00 36.60 27,925.80 50.00 38,150.00 40.00 30,520.00 50.50 38,531.50
76 2621 500 12' RCP SAN SWR CLASS V 620 L.F. 25 15,500.00 26.30 16,306.00 23.00 14,260.00 35.00 21,700.00 32.00 19,840.00
17 2621.500 8' PVC PIPE SAN SWR SDI) 35 160 L.F. 20 3,200.00 10.00 1,600.00 15.00 2,400.00 11.00 1,760.00 15.25 2,440.00
78 2621.5:0 8' DIP CL 52 SAN SWR 163 L.F. 26 4,238.00 18.00 2,934.00 25.00 4,075.00 16.00 2,608.00 22.00 3,586.00
19 2621.500 STD SAN SWR MANHOLE 4' DIA. (0 - 8'1 9 EA. 1000 9,000.00 900 00 8,100.00 1000.00 9,000.00 1200.00 10,800.00 1100.00 9,900.00
80 2621.500 EICESS MANHOLE DEPTH OVER 8' 145.1 L.F. 70 10,157.00 60.00 8,706.00 55.00 7,980.50 75.00 10,882.50 80.00 11,608.00
81 2621 560 TYPE 'A' OUTSIDE DROP SECTION 4 EA. 900 3,600.00 575.00 2,300.00 800.00 3,200.00 900.00 3,600.00 1250.00 5,000.00
82 2621.500 EICESS 8' DROP SECTION OVER 4 48.5 L.F. 60 2,910.00 60.00 2,910.00 35.00 1,697.50 35.00 1,697.50 110.00 5,335.00
83 DIV II INST & MAINTAIN TEMP RD - L581 8-A 1 L.S. 3000 3,000.00 2664.00 2,664.00 5500.00 5,500.00 5000.00 5,000.00 3000.00 3,000.00
84 2611.500 GRANULAR FOUNDATION 200 TON 7 1,490.00 7.00 1,400.00 10.00 2,000.00 1.00 200.00 10.00 2,000.00
SCHEDULE D - SANITARY SEWER TOTAL $102,775.00 $105,258.60 $135,111.00 $119,488.00 $147,704.50
SCHEDULE E - STREET LIGHTS
95 2545.501 ELECTRIC LIGHT SYSTEM (LUMP SUM) 1 L.S. $ 48,000 $ 48,000.00 $59,000 00 $ 59,000.00 58,500.00 $ 58,500.00 57,000.00 $ 57,000.00 57,285.00 $ 57,285.00
SCHEDULE E - STREET LIGHTS TOTAL 4 48,000.00 $ 59,000.00 $ 58,500.00 $ 57,000.00 4 57,285.00
SUBTOTAL (SUM OF SCHEDULES A + B + C + D • E) $713,970.50 $699,028.95 $696,970.70 $721,280.10 $738,184.45
86 DIV. II MOBILIZATION (21 MAI OF SUB-TOTAL) 1 L.S. $ 14,279 $ 14,279.41 $ 2000.00 $ 2,000.00 $13,000.00 $ 13,000.00 $ 1,745.00 $ 1,745.00 $ 7,000.00 4 7,000.00
87 DIV. 11 CLEAN-UP (20 MINIMUM OF SUB-TOTAL) 1 L.S. $ 0 14,279.41 13,667.39 13,667.39 14,200.00 14,200.00 14,755.00 14,755.00 15,000.00 15,000.00
G R A N D T O T A L $742,529.32 $714,696.34 $724,170.70 4737,780.10 $760,184.45
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LA TOUR J. P. NOREl 6. L. CONTRACTING SHAFER N00LAND
ITEM SPEC. TOTAL CONSTRUCTION I N C. I N C. CONTRACTING CO., INC. CONSTRUCTION CO., INC.
NO. NO. ITEM DUANT. UNITS UNIT =NICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L UNIT PRICE T O T A L
SCHEDULE D - SANITARY SEWER
74 2621.500 12' RCP SAN SUR 5000 D 768 L.F. 53.20 40,857.60 57.25 43,968.00 94.60 72,652.80 78.00 59,904.00 110.00 84,480.00
75 2621.500 12' RCP SAN SNP 4000 0 763 L.F. 53.20 40,591.60 48.35 36,891.05 76.30 58,216.90 78.00 59,514.00 105.00 80,115.00
76 2621.500 12' RCP SAN SNR CLASS V 620 L.F. 47.50 29,450.00 27.75 17,205.00 37.20 23,064.00 68.00 42,160.00 100.00 62,000.00
77 2621.500 8' PVC PIPE SAN SO SDR 35 160 L.F. 41.50 6,640.00 12.25 1,960.00 19.70 3,152.00 22.00 3,520.00 25.00 4,000.00
78 2621.500 8' DIP CL 52 SAN SWR 163 L.F. 46.50 7,579.50 19.00 3,097.00 27.80 4,531.40 29.00 4,727.00 35.00 5,705.00
79 2621.500 910 SAN SWR MANHOLE 4' DIA. TO - 8') 9 EA. 1120.00 10,080.00 1050.00 9,450.00 1151.40 10,362.60 1400.00 12,600.00 1500.00 13,500.00
80 2621.500 EXCESS MANHOLE DEPTH OVER 8' 145.1 L.F. 70.00 10,157.00 87.45 12,689.00 80.20 11,637.02 150.00 21,765.00 80.00 11,608.00
81 2621.500 TYPE 'A' OUTSIDE DROP SECTION 4 EA. 730.00 2,920.00 1475.00 5,900.00 1051.70 4,206.80 750.00 3,000.00 2500.00 10,000.00
82 2621.500 EXCESS 8' DROP SECTION OVER 4' 48.5 L.F. 45.00 2,182.50 59.00 2,861.50 55.90 2,711.15 150.00 7,275.00 50.00 2,425.00
83 DIV II INST 1 MAINTAIN TEMP RD - ISBI 8-A 1 L.S. 7070.00 7,070.00 8667.00 9,667.00 3644.80 3,644.80 10000.00 10,000.00 10000.00 10,000.00
84 2611.500 GRANULAR FOUNDATION 200 TON 6.50 1,300.00 9.50 1,900.00 8.20 1,640.00 11.00 2,200.00 10.00 2,000.00
SCHEDULE 0 - SANITARY SEWER TOTAL $158,828.20 $144,588.55 $195,819.47 $226,665.00 4 285,833.00
SCHEDULE E - STREET LIGHTS
85 2545.501 ELECTRIC LIGHT SYSTEM (LUMP SUM) 1 L.S. 60,950.00 $ 60,950.00 56,100.00 $ 56,100.00 63,011.30 $ 63,011.30 60,000.00 $ 60,000.00 65,000.00 $ 65.000.00
SCHEDULE E - STREET LIGHTS TOTAL 4 60,950.00 $ 56,100.00 $ 63,011.30 $ 60,000.00 $ 65,000.00
SUBTOTAL (SUM OF SCHEDULES A • B • C • D • E) $730,135.15 $810,595.20 $895,666.13 $949,021.60 $1,162,689.00
86 DIV, II MOBILIZATION (21 MAI OF SUB-TOTAL) 1 L.S. $15,000.00 $ 15,000.00 $11,200.00 4 11,200.00 4 5,789.40 $ 5,789.40 $15,000.00 $ 15,000.00 $20,000.00 $ 20,000.00
87 DIV. II CLEAN-UP (21 MINIMUM OF SUB-TOTAL) 1 L.S. 17,749.00 17,749.00 16,800.00 16,800.00 16,678.70 16,678.70 20,000.00 20,000.00 24,000.00 24,000.00
G R A N D T O T A L $762,884.15 4838,595.20 4918,134.23 $984,021.60 $1,206,689.00
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