HomeMy WebLinkAboutHIS Contractors/ENG/CO #3/-17,875.62/Culvert #36 Replacement Project – Project #16-SW-08 CITY OF CARMEL
TO: HIS Constructors
5150 E.65th Street-STE B
Indianapolis,IN 46220
CONTRACT CHANGE ORDER NO.: 03
DATE: February 13,2019
PROJECT NAME: SW-16-08(3)
CITY REQ. NO.:
CITY PO NO.: 100876
CITY PO DATE: November 16,2017
I. You are directed to make the following changes In this Contract:
This is the final change order documenting item quantitiy recociliation for the project. Please see Lot
the attached for quantity recapitulation.
II. The following referenced Documents further describe the changes outlined in Paragraph I,
and are to be considered a part of this Change Order:R.F.P.: WDC No.:
The changes result in the following adjustment of
Contract Price and Contract Time: $599,649.30
Contract Price prior to this Change Order: $665,431.56
Contract Price will be increased/decreased by this Change Order: -$17,875.62
New Contract Price including this Change Order: $647,555.94
Contract Time Prior to this Change Order- Completion Date: August 1,2018
Net increased/decreased resulting from this Change Order: Days: 0
Current Contract Time including this Change Order- Completion Date: August 8,2018
This Change Order is for full and final settlement of all direct,indirect,impact costs and time
extensions incurred at any time resulting from the performance of the changed work.
The Above Changes Are The Above Changes Are Approved: 4
Recommender: Accepted: 2 /
HWC Engineering HIS Constructors
ENGINEER CONTRACTOR 1�-inar• Mayor/
123 4th Street 5150 E.65th Street-STE B
Address Address Mary n :�! emb-r
Indy,IN 4560 Indpls.,IN 46220
City/Sta L'�^"'max/ City/State/Zip Lori 1(Vats• ''Member
By: 7tny KBshman,City Engineer
Phone: 311—'130—(031as Phone: .7- 4-1195
Date: February 13,2019 Date: February 13,2019 ATT T.
C ristina S.Pauley,
Y
Clerk-Treasurer
Date: /l7
Canal Cdvtt 36 and Ion nine on Commn Undre c:.
Carmel('ny Contract 16-SW-03131 and Hamilton County Connect P13-17.tJo
B4huIce,II nc
Original Quantifies (Mginal Cu:mities with(lunge cinders I Find Quantities
Imm No. Do v" xnr (Estimated Fstintntnl Fatimaed
npl Unit (Jail Price Prix Unit I'nce Ikuo Q 5 Unit Price Peke
Quantity Qmnn9 uo'lt
1 C'oatrucainn!Mgineerilg,(Ydveit 36 IS I.01 f 3,339 13 f 3,339 13 1.00 $ 3,339.13 $ 3,339.13 1.00 S 1,339 13 S 3,339.13
2 Mobil...Mon 7 Demnbihraton,Culvert 36 LS 1.00 S 14,991.23+$ 14 991.23 100 S 14,991.23 S 14,991.23 1.00 S 14,991.23 $ 14,991.23
3 (Tuning light of Way,Culvert 36 LS 100 S 11,524.00 $ 11,524.00 10(I $ 11,324 00 $ 11,524.00 1.00 S 11,524.00 f 11,524.00
4 ('onnwn Excavation CYS 140.00 S 12 82 f 1,794 80 140.00 f 12.82 S 1,794.80 140.00 $ 12.82 $ 1,794 BO
i5 Borrow CYS 304.00 $ 1691 $ 5,140.64 38740 $ 16.91 5 6,55093 38740 S 16.91 S 6,550.93
6 B Borrow CYS 22.00 $ 55.08 $ 1,211.76 56.55 $ 55.0N S 1,114.77 56 55 S 55.08 f 3,114 77
7 Ttmnxaun S,od,,nr LAS 7600 S 2.04 S 155.(14 - f 2.04 S - S 2.04 S
$ 8 I3 mo,ary Mulch TON 080 S 673.01 S 342.41 - "
,, S 63.01 S - - S 67101 $ -
4 9 fumpo,rry Inlet Proteetin EACH 2.00 S 1 I i 19 f 226..18 f 1 ii 14 f - $ 111 19 f
IU Silt Feiae LF1' 39000 3 2 17 S 846.10 390.00 8 2 17 S 846 JO 390.00 3 217 S 846.30
I I Dowornng,('civet!36 LS 1.00 $ 27952.22 S 27,952.22 I.00 f 27,952 22 S 27,95222 1.00 S 27.95222 S 27,952.22
12 Stmciunl B:cklill,'Typo 2 CYS 35400 $ 43.56 S 15,420.24 35400 $ 43.56 S I5,420.24 354.00 $ 43.56 S 15,42024
11 Compacted,5ggtr)ytle.No.53,Box TON 160.00_$ 3281 S 5,249.60 16000 S 32.61 S 5,249.60 160.00 S 32.81 $ 5,249.60
14 HMA Witnung,,Type C __..TON _ 6•00 •$ 509.36 S _1056.16 - S 50936 S - - S 509,36 $ -
15 61d1ings Trannxn SYS Iwo() 8 61.69 $ 9170.40 - S 6169 S $ 61.69 S
16 IIMA Sarin.:.Type C TON 46.00 $ 135.83 S 6,248.18 40.78 S 135.13 S 5,339.15 40.7E S 135.83 8 3,539.01
(3 HMA bnerntedinln,Typo C TON 50.00 $ 113.19 $ 5,639.50 50.00 SI13.19 S 3,659,50 50.00 f 113.19 S 5,659.50
I8 HMA Base.Type C TON B0.00 $ 90.55 S 7,244.00 80.00 $90.55 S 7,244.00 80.00 S 90.55 S 7,244.00
19 Asphalt for Tack('nut SYS 866.00 $ 0.57 Lf 493.62 IS7.00 $0.57 5 106.59 187.00 1 11.57 S 106.59
20 Cane and(iutict,Cawaotr,'Tyne II _ _ LET 250.011 S_ 40.75 S 10,117 SO 250.00 $40.73 S 10,187 50 250.00 f 40.75 f 10,187.30
71 (15.11 Fur Apmroachet Tree(' TON I O.On S 384.85 1 3.84E 59 f1H4 8c E 1 - -
. - S 384 Rs 5
22 handrail LET _ 107.00 5 28298 $ 311,278 86 107.00 5282 9E r S 30,27E 86 107 011 S 282 98 S 10,278.86
23 R4notmenlRrpnpt TON _ 97(81 S 1924 S 1.86628 97.00 $1924 S 18662H 97.110 5 1924 S 1.16621
24 (irwextdes SYS 162.00 $ 2.19 $ 468.1E 162.90 5289 S 468.18 16200 $ 2B9 S 468.18
25 Mukhod Seeding.lI SYS 1,000.110 S 0.6$ S 880.011 1,000.00 50.88 S 880.00 1.00000 S 11.88 S 880.00
26 BMrsion Control Blankets SYS 1,060.00 $ DOS $ 1,68000 - SLOB S $ I.68 S
27 Slna-ture,Reinforced Cowrelr Box,WILY LET 5800 $ 2,168.31 S 125,761.98 58,00 S2,168II S 125,761.98 5800 f 2,16E 31 S 125,761.98
28 Pipe,RCP,I2' LET 29,00 S 39.22 S 1.13738 29.00
S392I $ 1,137.1E 29.00 $ 39.22 S 1.137.11
29 Pipe,RCP,IS" l37 4600 9 14.57 f 1,590.22 46.00 f 34.57 S 1,590.22 46.00 5 34.57 $ 1,590.22
30 Pipe,RCP,1 r LIT 53 00 f 59 50 f 3,153.50 53.00 $ 59 So S 3,153.50 53.00 $ 59 50 $ 3,153 50
31 Inld,1(0 EACH` (./10 j 1,783.59 f 1785.59 (.00 S 1,763 59 S 1,78559 1.00 f 1,785.59 S 1,715.59
32 Mo41de,C4 EACII 1.00 $ 2,638.95 $ 2,638.95 1.00 S 2,63195 S 2,631.95 1.00 S 2,638 95 S 2,638.95
13 bola.MIO EACH 1.00 $ 1,785 59 S (,785,59 1.00 S 1,715 59 $ 1,785.59 1.00 S 1,785.59 $ 1,785.59
14 Palk end section,Diameter lc" EACH 100 f 933 93 f _
93395 1.00 f 953.95 5 953.95 1.00 S 953.95 $ 953.95
ct
_..__._.. ...._._.._,_.._. 2.__. _ __. _...S Marl6ox Awsd,ly,ftr.:ct EACH1.00S 'R2'/? S 282"7 100 f 28297 S R2 m 1.00 S 282 n? S 282 97
36 Fence,Ramer Ui' 151600 S 209.) f 3.14100 150.00 $ 20.94 f 3.141.00 15000 S 20.94 S 3,141.00
37 Row(Closer Silo Assembly EACH 10.00 S 2629E S 2,829 80 12.00 S 282.9E S .3_195.76 1200 S 212.98 S 3,395.76
31 Detour Roue Marker Assembly EACH 24.00 S 73 57 $ 1,765 68 24.00 S 73.57 S 1,76568 24.00 S 73.57 E 1.765 68
39 Consludion Siun.A EACH_ 8.110 $ 158.47 $ 1 267 16 12,01J S 151.47 S 1,901 1.4 12.00 S 15147 $ 1,901.58
40 Barricade,Ill-A LPr 128.00 $ 4.53 S 579114 240.00 5 4.53 f 1,01/.20 240.00 S 4 53 $ 1,0117.20
41 Bancado,($43 LET 176.00 $ 4.53 S 797.28 176.01 S 4.53 $ 79728 176.00 1 4.53 S 797.28
42 lane farm.Solid.While.4" IFS' 100.00 5 2.55 f 255011 - 1 2,53 S - S 2.55 f
43 Liu,Pant,Solid,Ycllaw,4' LFT 344.00 S 2 55 S 877 20 308.00 S 2.55 S 785.40 301100'$ 2 55 $ 715.40
w 44 ('tnlruatl9.06ornng,Br No.36 LS 1.00 $ 1,18831 f 1,18851 1.00 S 1,18131 S 1.188.51 1.00 $ 1,188.51 $ 1.181.51
45 Ma6drratiat and Denxduliration,Br.No.36 LS 1.00 S (4,991.23 $_ 14,991.23 1.00 5 1091,23 S 14,991 23 (00 S 14,991 23 S 14,991.23
46 Clem nngRiglnul'Way.lir No.36 LS 1.00 S 11,52400 $ 11,524(III IMO 5 11,524.110 $ 11,524.00 1,00 $ 11.524310 $ 11,524.00
' 47 Hydro Demolition SYS 259,011 $ 83 94 $ 21,740.46 259.00 $ 83.94 $ 21.740 46 259.00 $ 83 94 S 21,740.46
41 Pavemmi Rummel SYS 18800 5 3584,S 6,73792 181(00 $ 35.1.1 $ 6.73702 11800 $ 33.S4 S 6:73792
49 PrUrat Stnxame,Remove(',naus,Br No 36 I.S 109 f 29,928 35 S 29928 35 I en) S 29,921 35 1 29928 15 1.00'S 29,928.35 S 29,92E 35
S0 lienvrdim.Coalmen CYS 40110 $ 19 18 S 767 20 401)0 $ 19 18 $ 767 20 40.00 5 19.1E' S 767.20
51 l,ararGooks 6FI' ,105.00 $ 551 S 168055 30500 S 5.51 S 1,680.55, 305.00 $ 5.51 $ 1,68055
52 Excavation,Foundation,Unclassified CYS 28.00_S 46.72 S 1,308.16 28 00 S 46.72 $ 1,308.1 n 28.00 f 46.72 $ 1.108 10
53 Sultanate"Trisumeni.Type IC SYS 32.00 S 75.24 S 2,40768 32.00 S 75.24 $ 2,407.68 32.00 1 75.24 $ 2,40768
54 Aggregak ter Mal Hein Badddl CYS 29.U0 S 55.91 $ 1,621 19 29.017 1 35.91 $ 1,621 3" 29.00 1 55.91 f 1621.19
55 Dense Guided Subbase CYS 32.00 $ 71.36 S 2,283.52 32011 S 71 36 S 2,203 52 32.00 S 71.36 f 2,283.52
36 Miling,'I'ranuan SYS 160,00 S 4691 S 7,505.60 187.00 f 46.91 $ 8,77217 187.00 f 4691 S 3.772.17
57 QC/QA-HMA 1,64,Surface,9 5 mm TON 14.1)0 $ 260.34 S 3,644 76 (00 $ 26034 $ 3,644.76 14.110 S 260,34 $ 3,644,76
58 QC/QA-IIMA 2,64,Imemodinte,19 nun 'TON 5.00 S 67915 S 3,195 75 5.00 S 679.13 f 3,395.75 5.00 S 679.15 S 3,395.75
59 Q(7QA-IIMA 2,64,Buse.25 nun TON 6.00 $ 50936 $ 3,056 16 0.85 S 509.36 $ 412.96 0.15 5 509.36 $ 412.96
60 Jowl Adlunive.Surface LET 60.00 S 3.96 $ 23760_ - 4 3.96 $ - i - $ 3.96 $ -
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