ADDENDUM NO. 1 DATE: August 7, 2014 PROJECT: FROM: TO: 2014 MFT Section 14-00000-00-GM, SUPP1 United City of Yorkville Kendall County, IL Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 tel (630) 466-6701 fax ALL BIDDERS OF RECORD FOR BIDS due AUGUST 11, 2014 NOTE: This Addendum is hereby declared a part of the CONTRACT DOCUMENTS for the project designated above and in case of conflict, the following Addendum shall govern, Bidders shall state in their proposal that this addendum has been received and is reflected in the proposal submitted. 1. Added BLR 14232 Forms. (See the attached 5 pages) Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal. Reviewed by: Company: Addendum 1 (Page 1 of 1) Date: END ADDENDUM NO. 1 G:\Public\Yorkville\2014\YO1412-P 2014 MFT STreet Maintenance Program\Docs\ADDENDUM 01 - yorkville MFT.doc ADDENDUM NO. 1-1
Adrian Washingto Blaine HMA 1200 22 Area=(1380*20 SF)/9 + 11310 SF/9 = 4190 SY 4190 SY X.2 = 838 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 838 GAL 4190 x 8#/SY/2000 = 17 TON 2 AGGREGATE (PRIME COAT) 17 TON 167 * 4.5/9+ 285*2/9 = 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 150 SY 5 TONS FOR HANDWORK AREAS 4 LEVELING BINDER (HAND METHOD), N50 5 TON 4190*115*1/2000 = 241 TONS 5 LEVELING BINDER (MACHINE METHOD), N50, 1" 241 TON 0 TONS 6 BINDER (MACHINE METHOD), N50, 2.25 0 TON 4190*115*1.75/2000= 422 TONS 7 HMA SURFACE COURSE, MIX D, N50, 1.75 422 TON 40 LF 8 PCC CURB AND GUTTER REMOVAL AND REPLACEMENT 40 LF (21*7) + (25*13)/9= 55 SY 9 PCC DRIVEWAY REMOVAL AND REPLACEMENT 55 SY 190*115*2.75/2000= 35 TONS 10 INCIDENTAL HOT MIX ASPHALT SURFACING 35 TONS 90*5= 450 SF 11 PCC SIDEWALK REMOVAL AND REPLACEMENT 450 SF 10 TILES*(2 x4 )= 80 SF 12 DETECTABLE WARNINGS 80 SF (960*7)/9= 750 SY 14 HOT-MIX ASPHALT SURFACE REMOVAL- VARIABLE DEPTH 750 SY 240 SY 16 CLASS D PATCHES, 4 INCH 240 SY 1 18 MANHOLES TO BE ADJUSTED 1 EA 5 19 SANITARY MANHOLES TO BE ADJUSTED 5 EA 1 20 VALVE BOX TO BE ADJUSTED 1 EA 220 LF 23 THERMOPLASTIC PAVEMENT MARKINGS- LINE 6 220 LF (75+120+450)+(1180*2*2.5)/9 = 725 27 RESTORATION 725 SY 5*15= 75 SF 28 SIDEWALK REMOVAL 75 SF 24*5= 120 SF 29 PCC SIDEWALK 5, SPECIAL 120 SF 1000 32 CRACK SEALING 1000 FT 2 33 RELOCATE EXISTING SHRUB 2 EA Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:06:58 AM
Hydraulic Morgan Dead End HMA 700 20 Area=(700*20 SF)/9 = 1560 SY 1560 SY X.6 = 936 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 936 GAL 1560 x 8#/SY/2000 = 7 TON 2 AGGREGATE (PRIME COAT) 7 TON 244* 4.5/9 = 125 SY 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 150 SY 1560*2.25*115/2000=202 TONS 6 BINDER (MACHINE METHOD), N50, 2.25 202 TON 1560*115*1.75/2000= 157 TONS 7 HMA SURFACE COURSE, MIX D, N50, 1.75 157 TON 260*115*4/2000= 60 TONS 10 INCIDENTAL HOT MIX ASPHALT SURFACING 60 TON 1560 SY 13 HOT-MIX ASPHALT SURFACE REMOVAL- 1 INCH 1560 SY 2 19 SANITARY MANHOLES TO BE ADJUSTED 2 EA 500*3+700*6/9= 630 SY 27 RESTORATION 630 SY Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:07:25 AM
Woodworth E. Spring E. Main HMA 750 29.5 Area=(1380*20 SF)/9=2460 SY 2460 SY X.2 = 492 GAL 1 BITUMINOUS MATERIALS (PRIME COAT) 492 GAL 2460 x 8#/SY/2000 = 10 TON 2 AGGREGATE (PRIME COAT) 10 TON 29.5+45 * 4.5/9 = 40 SY 3 HOT-MIX ASPHALT SURFACE REMOVAL-BUTT JOINT 40 SY 2460*115*1/2000 = 142 TONS 5 LEVELING BINDER (MACHINE METHOD), N50, 1" 142 TON 1170*115*2.25/2000= 152 TONS 6 BINDER (MACHINE METHOD), N50, 2.25 152 TON 2460*115*1.75/2000= 248 TONS 7 HMA SURFACE COURSE, MIX D, N50, 1.75 248 TON 80 LF 8 PCC CURB AND GUTTER REMOVAL AND REPLACEMENT 80 LF 10 SY 9 PCC DRIVEWAY REMOVAL AND REPLACEMENT 10 SY (750*7*2)/9= 1170 SY 15 HOT-MIX ASPHALT SURFACE REMOVAL- SPECIAL 1170 SY 30 SY 16 CLASS D PATCHES, 4 INCH 30 SY 2 17 INLETS TO BE ADJUSTED 2 EA 1 19 SANITARY MANHOLES TO BE ADJUSTED 1 EA 80*2/9 = 20 SY 27 RESTORATION 20 SY 1500 32 CRACK SEALING 1500 FT Submit Four (4) copies to Regional Engineer/ Printed on 5/16/2014 9:07:52 AM
Quantity & Unit Green Briar Road Walsh Drive IL Route 47 HMA 2100 38 1. THPL PVT MK LTR & SYM 343 SF 3. THPL PVT MK LINE 6 5270 FT 4. THPL PVT MK LINE 8 118 FT 5. THPL PVT MK LINE 12 185 FT 6. THPL PVT MK LINE 24 42 FT Countryside Parkway US Route 34 120' N of US Route 34 HMA 120 66 1. THPL PVT MK LTR & SYM 125 SF 60' W of IL Route 47 360' E of IL Route 47 HMA 420 66 2. THPL PVT MK LINE 4 567 FT 3. THPL PVT MK LINE 6 1002 FT 4. THPL PVT MK LINE 8 112 FT 5. THPL PVT MK LINE 12 120 FT 6. THPL PVT MK LINE 24 153 FT Kennedy Road IL Route 47 1960' E of IL Route 47 HMA 1960 30 1. THPL PVT MK LTR & SYM 276 SF 2. THPL PVT MK LINE 4 3089 FT 3. THPL PVT MK LINE 6 1217 FT 5. THPL PVT MK LINE 12 379 FT 6. THPL PVT MK LINE 24 68 FT Carpenter Street IL Route 47 150' E of IL Route 47 HMA 150 46 1. THPL PVT MK LTR & SYM 31 SF 2. THPL PVT MK LINE 4 93 FT 3. THPL PVT MK LINE 6 160 FT 4. THPL PVT MK LINE 8 93 FT 6. THPL PVT MK LINE 24 41 FT Menard Drive IL Route 47 100' E of IL Route 47 HMA 100 25 1. THPL PVT MK LTR & SYM 16 SF 2. THPL PVT MK LINE 4 51 FT 4. THPL PVT MK LINE 8 96 FT 5. THPL PVT MK LINE 12 46 FT 6. THPL PVT MK LINE 24 20 FT Submit Four (4) copies to Regional Engineer Printed on 5/16/2014 9:08:41 AM
Villagewide Various Local Roads CRACK ROUTING- 98000 FEET 1. CRACK ROUTING 98000 FT CRACK FILLING- 98000/3= 32667 LBS 2. CRACK FILLING 32667 LBS Submit Four (4) copies to Regional Engineer Printed on 5/16/2014 9:09:08 AM