A B C D E F G H
1 SCHEDULE OF PRICES
2                
3 N. College Street Sidewalk Improvement Project - Newberg
4 Project Description: Furnish all equipment, materials, and labor necessary to complete the construction of approximately 1,400 square feet of sidewalk and 330 linear feet of curb, with 16 sidewalk ramps, one catch basin and the associated asphalt pavement restoration work. Contract payments per this schedule of prices shall include full compensation for all incidental work under the contract per §109.07.
5
6
7                
8 ITEM
#		 DESCRIPTION APPLICABLE SECTION
(not limited to)		 UNIT QNTY UNIT PRICE AMOUNT AMOUNT IN WRITING
9
10                
11   GENERAL            
12 1 Mobilization
(Including performance bond, payment bond, maintenance warranty bond, insurance, city business permit and all other permits)		 §201 LS 1   $  
13 2 Traffic Control §202 LS 1   $  
14 3 Erosion & Sediment Control Measures (Including dust control) §204 LS 1   $  
15 4 Demolition, Stripping & Excavation
(Including clear and grub, sawcut concrete sidewalk, remove ramps, haul off and disposal concrete & asphalt material)		 §203, §204.03.09, §205, Plan Sht. 1 and 3 LS 1   $  
16 5 Site Restoration & Cleanup §208 LS 1   $  
17 6 Survey Staking
(For construction of curbs, sidewalks and catch basin)		 §105.06 LS 1   $  
18     Subtotal for GENERAL = $  
19   ROAD IMPROVEMENTS            
20 7 Sawcut Asphalt Plan Sht. 3 LF 370   $  
21 8 Standard ODOT Curb Std. Dwg. RD700 LF 330      
22 9 Standard Concrete Sidewalk
(4" thick over 2" of 3/4"-0 crushed rock over compacted subgrade)		 Std. Dwg. RD720 SF 1396   $  
23 10 Concrete Handicap Ramp
(Including forming & placing concrete, & full width truncated dome surface)		 Std. Dwg. RD755 and RD759 EA 8   $  
24 11 Hot Mix Asphalt Concrete, Level 3
(4" in 2 lifts, dense graded class C)		 §206.02.13B, §210.03.04, §505 SY 73   $  
25 12 Base Rock, 9" Depth
(1-1/2"-0)		 §210.03.04, §210.03.06 SY 73   $  
26 13 Leveling Rock, 3" Depth
(3/4"-0)		 §210.03.04, §210.03.06 SY 73   $  
27 14 Compaction Tests §205.03.18D, §505.03.14 EA 5   $  
28   Subtotal for ROAD IMPROVEMENTS = $  
29   STORM IMPROVEMENTS            
30 15 Excavate, Install & Backfill 12" C900 §205, §601, Plan Sht. 3
 LF 10   $  
31 16 Concrete Catch Basin
(Pelican Style)		 Std. Dwg. 407, Plan Sht. 3 EA 1   $  
32 17 Concrete End Wall, Reinforced
(3'L x 2.5'H x 10'W at the upstream end of the culvert near the westside RR signal)		 Plan Sht. 3 LS 1   $  
33   Subtotal for STORM SYSTEM IMPROVEMENTS = $  
34  
OPTION TO RETROFIT ADDITIONAL SIDEWALK RAMPS		    
35 18 Remove Existing Ramp & Install New Concrete Handicap Ramp
(Including sawcut and remove concrete material from existing ramp; forming & placing concrete, & full width truncated dome surface)		 Plan Sht. 1 & 3
 EA 8   $  
36   Subtotal for RETROFIT OPTION = $  
37                
38   Note: City reserves the right to include or exclude bid item #18 in the contract.
39                
40                
41                
42  
           
43 TOTAL & COMPLETE BID (for bid items #1 to #18 inclusive) = $
44                
45   TOTAL & COMPLETE BID IN WRITING = $

Bid Sheet

  A B C D E F G H
1 SCHEDULE OF PRICES
2                
3 N. College Street Sidewalk Improvement Project - Newberg
4 Project Description: Furnish all equipment, materials, and labor necessary to complete the construction of approximately 1,400 square feet of sidewalk and 330 linear feet of curb, with 16 sidewalk ramps, one catch basin and the associated asphalt pavement restoration work. Contract payments per this schedule of prices shall include full compensation for all incidental work under the contract per §109.07.
5
6
7                
8 ITEM
#		 DESCRIPTION APPLICABLE SECTION
(not limited to)		 UNIT QNTY UNIT PRICE AMOUNT AMOUNT IN WRITING
9
10                
11   GENERAL            
12 1 Mobilization
(Including performance bond, payment bond, maintenance warranty bond, insurance, and city business permit. City to secure separate Railroad Right of Entry permit and Railroad insurance)		 §201 LS 1 $3,000.00 $ 3,000.00 three thousand
13 2 Traffic Control on Streets (City to secure RR flagging) §202 LS 1 $2,500.00 $ 2,500.00 two thousand five hundred
14 3 Erosion & Sediment Control Measures (Including dust control) §204 LS 1 $500.00 $ 500.00 five hundred
15 4 Demolition, Stripping & Excavation
(Including clear and grub, sawcut concrete sidewalk, remove ramps, haul off and disposal concrete & asphalt material)		 §203, §204.03.09, §205, Plan Sht. 1 and 3 LS 1 $5,000.00 $ 5,000.00 five thousand
16 5 Site Restoration & Cleanup §208 LS 1 $1,000.00 $ 1,000.00 one thousand
17 6 Survey Staking
(For construction of curbs, sidewalks and catch basin)		 §105.06 LS 1 $1,500.00 $ 1,500.00 one thousand five hundred
18     Subtotal for GENERAL = $ 13,500  
19   ROAD IMPROVEMENTS            
20 7 Sawcut Asphalt Plan Sht. 3 LF 370 $3.00 $ 1,110.00 one thousand one hundred ten
21 8 Standard ODOT Curb Std. Dwg. RD700 LF 330 $20.00 $ 6,600.00 six thousand six hundred
22 9 Standard Concrete Sidewalk
(4" thick over 2" of 3/4"-0 crushed rock over compacted subgrade)		 Std. Dwg. RD720 SF 1396 $5.00 $ 6,980.00 six thousand nine hundred eighty
23 10 Concrete Handicap Ramp
(Including forming & placing concrete, & full width truncated dome surface)		 Std. Dwg. RD755 and RD759 EA 8 $1,000.00 $ 8,000.00 eight thousand
24 11 Hot Mix Asphalt Concrete, Level 3
(4" in 2 lifts)		 §210.03.04, §505 SY 73 $30.00 $ 2,190.00 two thousand one hundred ninty
25 12 Base Rock, 9" Depth
(1-1/2"-0)		 §210.03.04, §210.03.06 SY 73 $10.00 $ 730.00 seven hundred thirty
26 13 Leveling Rock, 3" Depth
(3/4"-0)		 §210.03.04, §210.03.06 SY 73 $5.00 $ 365.00 three hundred sixty five
27 14 Compaction Tests §205.03.18D, §505.03.14 EA 5 $100.00 $ 500.00 five hundred
28   Subtotal for ROAD IMPROVEMENTS = $ 26,475  
29   STORM IMPROVEMENTS            
30 15 Excavate, Install & Backfill 12" C900 §205, §601, Plan Sht. 3
 LF 10 $50.00 $ 500.00 five hundred
31 16 Concrete Catch Basin
(Pelican Style)		 Std. Dwg. 407, Plan Sht. 3 EA 1 $2,000.00 $ 2,000.00 two thousand
32 17 Extend the 18" diameter culvert west of the westside railroad signal Plan Sht. 3 LS 1 $300.00 $ 300.00 three hundred
33   Subtotal for STORM SYSTEM IMPROVEMENTS = $ 2,800  
34  
OPTION TO RETROFIT ADDITIONAL SIDEWALK RAMPS		    
35 18 Remove Existing Ramp & Install New Concrete Handicap Ramp
(Including sawcut and remove concrete material from existing ramp; forming & placing concrete, & full width truncated dome surface)		 Plan Sht. 1 & 3
 EA 4 $1,300.00 $ 5,200.00 five thousand two hundred
36   Subtotal for RETROFIT OPTION = $ 5,200  
37                
38   Note: City reserves the right to include or exclude bid item #18 in the final contract.
39                
40                
41                
42  
           
43 TOTAL & COMPLETE BID (for bid items #1 to #18 inclusive) = $ 47,975
44                
45   TOTAL & COMPLETE BID IN WRITING = Forty seven thousand nine hundred seventy five dollars.

Contract Cost

  A B C D E F G H J K
1 SCHEDULE OF PRICES    
2                    
3 N. College Street Sidewalk Improvement Project - Newberg    
4 Project Description: Furnish all equipment, materials, and labor necessary to complete the construction of approximately 1,400 square feet of sidewalk and 330 linear feet of curb, with 16 sidewalk ramps, one catch basin and the associated asphalt pavement restoration work. Contract payments per this schedule of prices shall include full compensation for all incidental work under the contract per §109.07.    
5    
6    
7                    
8 ITEM
#		 DESCRIPTION APPLICABLE SECTION
(not limited to)		 UNIT QNTY UNIT PRICE AMOUNT AMOUNT IN WRITING    
9    
10                    
11   GENERAL                
12 1 Mobilization
(Including performance bond, payment bond, maintenance warranty bond, insurance, city business permit and all other permits)		 §201 LS 1 $3,500.00 $ 3,500.00      
13 2 Traffic Control §202 LS 1 $1,000.00 $ 1,000.00      
14 3 Erosion & Sediment Control Measures (Including dust control) §204 LS 1 $300.00 $ 300.00      
15 4 Demolition, Stripping & Excavation
(Including clear and grub, sawcut concrete sidewalk, remove ramps, haul off and disposal concrete & asphalt material)		 §203, §204.03.09, §205, Plan Sht. 1 and 3 LS 1 $1,500.00 $ 1,500.00      
16 5 Site Restoration & Cleanup §208 LS 1 $500.00 $ 500.00      
17 6 Survey Staking
(For construction of curbs, sidewalks and catch basin)		 §105.06 LS 1 $3,800.00 $ 3,800.00      
18     Subtotal for GENERAL = $ 10,600      
19   ROAD IMPROVEMENTS                
20 7 Sawcut Asphalt Plan Sht. 3 LF 370 $1.00 $ 370.00      
21 8 Standard ODOT Curb Std. Dwg. RD700 LF 330 $17.50 $ 5,775.00      
22 9 Standard Concrete Sidewalk
(4" thick over 2" of 3/4"-0 crushed rock over compacted subgrade)		 Std. Dwg. RD720 SF 1396 $4.00 $ 5,584.00      
23 10 Concrete Handicap Ramp
(Including forming & placing concrete, & full width truncated dome surface)		 Std. Dwg. RD755 and RD759 EA 8 $1,300.00 $ 10,400.00    
24 11 Hot Mix Asphalt Concrete, Level 3
(4" in 2 lifts)		 §210.03.04, §505 SY 73 $20.00 $ 1,460.00      
25 12 Base Rock, 9" Depth
(1-1/2"-0)		 §210.03.04, §210.03.06 SY 73 $8.00 $ 584.00      
26 13 Leveling Rock, 3" Depth
(3/4"-0)		 §210.03.04, §210.03.06 SY 73 $3.00 $ 219.00      
27 14 Compaction Tests §205.03.18D, §505.03.14 EA 5 $50.00 $ 250.00      
28   Subtotal for ROAD IMPROVEMENTS = $ 24,642      
29   STORM IMPROVEMENTS                
30 15 Excavate, Install & Backfill 12" C900 §205, §601, Plan Sht. 3
 LF 10 $50.00 $ 500.00      
31 16 Concrete Catch Basin
(Pelican Style)		 Std. Dwg. 407, Plan Sht. 3 EA 1 $1,500.00 $ 1,500.00      
32 17 Concrete End Wall, Reinforced
(3'L x 2.5'H x 10'W at the upstream end of the culvert near the westside RR signal)		 Plan Sht. 3 LS 1 $1,500.00 $ 1,500.00      
33   Subtotal for STORM SYSTEM IMPROVEMENTS = $ 3,500      
34  
OPTION TO RETROFIT ADDITIONAL SIDEWALK RAMPS		        
35 18 Remove Existing Ramp & Install New Concrete Handicap Ramp
(Including sawcut and remove concrete material from existing ramp; forming & placing concrete, & full width truncated dome surface)		 Plan Sht. 1 & 3
 EA 8 $1,400.00 $ 11,200.00    
36   Subtotal for RETROFIT OPTION = $ 11,200      
37                    
38   Note: City reserves the right to include or exclude bid item #18 in the final contract.    
39                    
40                    
41                    
42  
               
43 TOTAL & COMPLETE BID (for bid items #1 to #18 inclusive) = $ 49,942    
44                    
45   TOTAL & COMPLETE BID IN WRITING = $    
46                    
47                    
48                    
49                    
50                 15.70833333  
51                 1429.45833333 2.19916667
52                   19.7925
53                 72.22222222  

Estimated Costs

  A B C D E F G H I J O
1                      
2
C I T Y O F N E W B E R G		  
3 PUBLIC WORKS DEPARTMENT / ENGINEERING DIVISION  
4 CITY HALL, 414 EAST FIRST STREET, P. O. BOX 970, NEWBERG, OR 97132  
5 TEL: (503) 537-1240 FAX: (503) 537-1277  
6                      
7                      
8 REIMBURSEMENT REQUEST FOR HWY 219 / N. COLLEGE STREET EASTSIDE PEDESTRIAN PROJECT
(PER IGA # 26900)		  
9                      
10               Date:   8/2/2012  
11               Prepared by:   Paul Chiu, P.E.  
12                      
13 SCHEDULE 1 ENGINEERING DESIGN, ADMINISTRATION
(BY CITY PERSONNEL)		  
14 Item No. Item Description Quantity Unit Unit Price   Item Total  
15 1.01 Project Design & Administration 1 LS 3,743.42   $3,743.42  
16   SCHEDULE 1 SUBTOTAL =         $3,743.42  
17                      
18 SCHEDULE 2A CONSTRUCTION - GENERAL
(BY RAUGUST EXCAVATING INC.)		  
19 Item No. Item Description Quantity Unit Unit Price   Item Total  
20 2.01 Mobilization 0.5 LS $3,000.00   $1,500.00  
21 2.02 Traffic Control on Streets 0.5 LS $2,500.00   $1,250.00  
22 2.03 Sediment & Erosion Control Measures 0.5 LS $500.00   $250.00  
23 2.04 Demolition, Stripping & Excavation 0.5 LS $5,000.00   $2,500.00  
24 2.05 Site Restoration & Cleanup 0.5 LS $1,000.00   $500.00  
25 2.06 Survey Staking 0.5 LS $1,500.00   $750.00  
26   SCHEDULE 2A SUBTOTAL =         $6,750.00  
27                      
28 SCHEDULE 2B CONSTRUCTION - SIDEWALK & ROADWAY IMPROVEMENTS
(BY RAUGUST EXCAVATING INC.)		 $15,021.00
29 Item No. Item Description       Quantity Unit Unit Price   Item Total  
30 2.07 Sawcut Asphalt 62 LF $3.00   $186.00  
31 2.08 Standard ODOT Curb [* See note 1 below] 0 LF $20.00   $0.00  
32 2.09 Standard Concrete Sidewalk [* See note 1 below] 0 SF $5.00   $0.00  
33 2.10 Concrete Handicap Ramp 2 EA $1,000.00   $2,000.00  
34 2.11 Hot Mix Asphalt Concrete, Level 3 (4" in 2 lifts) 13 SY $30.00   $390.00  
35 2.12 Base Rock, 9" Depth (1-1/2"-0) 13 SY $10.00   $130.00  
36 2.13 Leveling Rock, 3" Depth (3/4"-0) 13 SY $5.00   $65.00 754.43
37 2.14 Compaction Tests 3 EA $100.00   $300.00  
38 2.15 Excavate, Install & Backfill 12" C900 (storm pipe) [* See note 2 below] 0 LF $50.00   $0.00  
39 2.16 Concrete Catch Basin (Pelican Style) [* See note 2 below] 0 EA $2,000.00   $0.00  
40 2.17 Concrete End Wall (at upstream end of culvert near westside RR signal)
[* See note 2 below]		 0 LS $300.00   $0.00  
41 2.18 Remove Existing Ramp & Install New Concrete Handicap Ramp (at Sheridan) 4 EA $1,300.00   $5,200.00  
42   SCHEDULE 2B SUBTOTAL =         $8,271.00  
43                      
44 SCHEDULE 3 CONSTRUCTION - RAILROAD PEDESTRIAN CROSSING
(BY CITY PERSONNEL)		 19331
45 Item No. Item Description Quantity Unit Unit Price   Item Total  
46 3.01 Pedestrian RR Crossing Pads (3) [* See note 3 below] 1 LS $9,665.50   $9,665.50  
47 3.02 Forklift Rental from Hertz Equipment Rental [* See note 4 below] 1 LS $548.00   $548.00  
48 3.03 Concrete Sidewalk, ADA S/W Ramp, Sidewalk between RR Tracks, Safety Yellow Truncated Domes, 1 LS 1,662.02   $1,662.02  
49 3.04 Construction Labor, Equipment, Project Management & Inspection 1 LS 13,517.63   $13,517.63  
50   SCHEDULE 3 SUBTOTAL =         $25,393.15  
51                      
52   GRAND TOTAL =         $44,157.57  
53                      
54   MAXIMUM REIMBURSEMENT PER IGA # 26900 =         $42,000.00  
55                      
56   NOTES:
1. CURB AND SIDEWALK ON THE EAST SIDE OF N. COLLEGE STREET WERE INSTALLED BY CITY PERSONNEL.
2. CATCH BASIN, STORM CULVERT AND END WALL WERE INSTALLED FOR THE WEST SIDE TE PROJECT (NOT FOR REIMBURSEMENT).
3. PORTLAND & WESTERN RAILROAD COMPANY INSTALLED THE CROSSING PADS AT NO COST TO THE CITY OF NEWBERG AND ODOT. ITEM #3.01 IS SIMPLY THE COST OF PURCHASING THE CROSSING PAD MATERIALS FOR THE EAST SIDE.
4. FORKLIFT WAS USED TO LIFT, MOVE AND INSTALL CROSSING PADS.
5. RAILROAD FLAGGING WAS PROVIDED BY PORTLAND & WESTERN RAILROAD COMPANY.
6. THIS PROJECT (MP 19.88 to MP 19.80) FUNDED 245 LF OF NEW CONCRETE SIDEWALK (INCLUDING 3 SETS OF RAILROAD PEDESTRIAN CROSSING PADS), 5 NEW ADA SIDEWALK RAMPS, 2 SETS OF TRUNCATED DOMES AT RAILROAD CROSSING, AND 50 LF OF NEW CONCRETE CURB.		  

Reimb Request_2012

  A B C D E F G
5 18-5150-702162 College St-RR Xing/E Sidewalk        
6 11/30/2010   Cap Proj Salaries - 11/30/10 959.30 FY 10-11= 1,577.31 3,743.42
7 12/31/2010   Cap Proj Salaries - 12/31/10 65.98      
8 1/31/2011   Cap Proj Salaries - 01/31/11 90.17      
9 2/28/2011   Cap Proj Salaries - 02/28/11 32.99      
10 5/31/2011   Cap Proj Salaries - 05/31/11 32.99      
11 6/30/2011   Cap Proj Salaries - 06/30/11 395.88      
12 7/31/2011   Cap Proj Salaries - 07/31/11 321.78 FY 11-12= 10,483.74  
13 9/30/2011   Cap Proj Salaries - 09/30/11 70.00      
14 10/31/2011   Cap Proj Salaries - 10/31/11 420.00      
15 11/30/2011   Cap Proj Salaries - 11/30/11 1,354.33   Design Phase  
16 12/31/2011   Cap Proj Salaries - 12/31/11 549.33     8,317.63
17 1/31/2012   Cap Proj Salaries - 01/31/12 172.39      
18 2/29/2012   Cap Proj Salaries - 02/29/12 3,870.66      
19 3/31/2012   Cap Proj Salaries - 03/31/12 2,548.10      
20 4/30/2012   Cap Proj Salaries - 04/30/12 205.42      
21 5/31/2012   Cap Proj Salaries - 05/31/12 35.00      
22 6/30/2012   Cap Proj Salaries - 06/30/12 936.73   Construction Phase  
23 11/17/2011   02858 -  Hertz Equipment Rental Corp 548.00      
24     Eng#117-Forklift rental-Unload RR crossing pads        
25 11/30/2011   05439 -  Omega Industries Inc 9,665.50      
26     N College St - RR Crossing Improvements        
27 11/30/2011   01033 -  CalPortland Company 401.51      
28     PWM#12095-Concrete-College & Illinois        
29 11/30/2011   Pcard-DELANO SUPPLY-Supplies-Expansion joints-WHITMAN HOWARD 21.00      
30 2/23/2012   01033 -  CalPortland Company 656.01      
31     PWM#12125-Concrete-N College & Illinois        
32 3/30/2012   01033 -  CalPortland Company 428.50      
33     PWM#12144-Concrete for N College & Illinois        
34 3/31/2012   pcard-DELANO SUPPLY-Supplies-Tiles-WHITMAN HOWARD 155.00      
35 6/30/2012   06595 -  Raugust Excavating, Inc 12,183.75      
36     N College sidewalk improvement project        
37 8/2/2012   06595 -  Raugust Excavating, Inc 2,086.20      
38     N College sidewalk improvement project        
39 8/9/2012   06595 -  Raugust Excavating, Inc 751.19   15,021.14  
40     N College sidewalk improvement project        
41       38,957.71      
46     Equipment 5,200.00      
48       44,157.71   including 14 cents for interest on retainage

Reimb Request Detail

  A B C D E F G H J K L
1 SCHEDULE OF PRICES      
2                      
3 N. College Street Sidewalk Improvement Project - Newberg      
4 Project Description: Furnish all equipment, materials, and labor necessary to complete the construction of approximately 1,400 square feet of sidewalk and 330 linear feet of curb, with 16 sidewalk ramps, one catch basin and the associated asphalt pavement restoration work. Contract payments per this schedule of prices shall include full compensation for all incidental work under the contract per §109.07.      
5      
6      
7                      
8 ITEM
#		 DESCRIPTION APPLICABLE SECTION
(not limited to)		 UNIT QNTY UNIT PRICE AMOUNT AMOUNT IN WRITING QNTY UNIT PRICE AMOUNT
9
10                      
11   GENERAL                  
12 1 Mobilization
(Including performance bond, payment bond, maintenance warranty bond, insurance, and city business permit. City to secure separate Railroad Right of Entry permit and Railroad insurance)		 §201 LS 1 $3,500.00 $ 3,500.00   1 $3,000.00 $ 3,000.00
13 2 Traffic Control on Streets (City to secure RR flagging) §202 LS 1 $1,000.00 $ 1,000.00   1 $2,500.00 $ 2,500.00
14 3 Erosion & Sediment Control Measures (Including dust control) §204 LS 1 $300.00 $ 300.00   1 $500.00 $ 500.00
15 4 Demolition, Stripping & Excavation
(Including clear and grub, sawcut concrete sidewalk, remove ramps, haul off and disposal concrete & asphalt material)		 §203, §204.03.09, §205, Plan Sht. 1 and 3 LS 1 $1,500.00 $ 1,500.00   1 $5,000.00 $ 5,000.00
16 5 Site Restoration & Cleanup §208 LS 1 $500.00 $ 500.00   1 $1,000.00 $ 1,000.00
17 6 Survey Staking
(For construction of curbs, sidewalks and catch basin)		 §105.06 LS 1 $3,800.00 $ 3,800.00   1 $1,500.00 $ 1,500.00
18     Subtotal for GENERAL = $ 10,600       $ 13,500
19   ROAD IMPROVEMENTS                  
20 7 Sawcut Asphalt Plan Sht. 3 LF 370 $1.00 $ 370.00   370 $3.00 $ 1,110.00
21 8 Standard ODOT Curb Std. Dwg. RD700 LF 330 $17.50 $ 5,775.00   330 $20.00 $ 6,600.00
22 9 Standard Concrete Sidewalk
(4" thick over 2" of 3/4"-0 crushed rock over compacted subgrade)		 Std. Dwg. RD720 SF 1396 $4.00 $ 5,584.00   1396 $5.00 $ 6,980.00
23 10 Concrete Handicap Ramp
(Including forming & placing concrete, & full width truncated dome surface)		 Std. Dwg. RD755 and RD759 EA 8 $1,300.00 $ 10,400.00 8 $1,000.00 $ 8,000.00
24 11 Hot Mix Asphalt Concrete, Level 3
(4" in 2 lifts)		 §210.03.04, §505 SY 73 $20.00 $ 1,460.00   73 $30.00 $ 2,190.00
25 12 Base Rock, 9" Depth
(1-1/2"-0)		 §210.03.04, §210.03.06 SY 73 $8.00 $ 584.00   73 $10.00 $ 730.00
26 13 Leveling Rock, 3" Depth
(3/4"-0)		 §210.03.04, §210.03.06 SY 73 $3.00 $ 219.00   73 $5.00 $ 365.00
27 14 Compaction Tests §205.03.18D, §505.03.14 EA 5 $50.00 $ 250.00   5 $100.00 $ 500.00
28   Subtotal for ROAD IMPROVEMENTS = $ 24,642       $ 26,475
29   STORM IMPROVEMENTS                  
30 15 Excavate, Install & Backfill 12" C900 §205, §601, Plan Sht. 3
 LF 10 $50.00 $ 500.00   10 $50.00 $ 500.00
31 16 Concrete Catch Basin
(Pelican Style)		 Std. Dwg. 407, Plan Sht. 3 EA 1 $1,500.00 $ 1,500.00   1 $2,000.00 $ 2,000.00
32 17 Extend the 18" diameter culvert west of the westside railroad signal Plan Sht. 3 LS 1 $1,500.00 $ 1,500.00   1 $300.00 $ 300.00
33   Subtotal for STORM SYSTEM IMPROVEMENTS = $ 3,500       $ 2,800
34  
OPTION TO RETROFIT ADDITIONAL SIDEWALK RAMPS		          
35 18 Remove Existing Ramp & Install New Concrete Handicap Ramp
(Including sawcut and remove concrete material from existing ramp; forming & placing concrete, & full width truncated dome surface)		 Plan Sht. 1 & 3
 EA 8 $1,400.00 $ 11,200.00 4 $1,300.00 $ 5,200.00
36   Subtotal for RETROFIT OPTION = $ 11,200       $ 5,200
37                      
38   Note: City reserves the right to include or exclude bid item #18 in the final contract.      
39                      
40                      
41                      
42  
                 
43 TOTAL & COMPLETE BID (for bid items #1 to #18 inclusive) = $ 49,942     $ 47,975
44                      
45   TOTAL & COMPLETE BID IN WRITING = $      

Compare Bids

  A B C D E F G H I J K L M N O P Q V W X Y
1                                          
2                                          
3                                          
4                                          
5                                          
6                                          
7 SCHEDULE OF PRICES
for N. College Street Sidewalk Improvement Project - Newberg		       FUNDING   SUMMARY OF PAYMENTS TO-DATE   MONTH OF
JULY 2012		  
8 ITEM # DESCRIPTION APPLICABLE SECTION
(not limited to)		 UNIT BID QUANTITY UNIT PRICE AMOUNT     QUANTITY East
(18-5150-702162)		 QUANTITY West
(18-5150-702165)		   QUANTITY TO-DATE PAYMENT TO-DATE   QUANTITY THIS PERIOD UNIT PRICE AMOUNT FOR THIS PERIOD  
9          
10                                          
11   GENERAL                                      
12 1 Mobilization
(Including performance bond, payment bond, maintenance warranty bond, insurance, and city business permit. City to secure separate Railroad Right of Entry permit and Railroad insurance)		 §201 LS 1 $3,000.00 $ 3,000.00     0.50 $ 1,500.00 0.50 $ 1,500.00   1.00 $ 3,000.00   0.00 $3,000.00 $ -  
13 2 Traffic Control on Streets (City to secure RR flagging) §202 LS 1 $2,500.00 $ 2,500.00     0.50 $ 1,250.00 0.50 $ 1,250.00   1.00 $ 2,500.00   0.50 $2,500.00 $ 1,250.00  
14 3 Erosion & Sediment Control Measures (Including dust control) §204 LS 1 $500.00 $ 500.00     0.50 $ 250.00 0.50 $ 250.00   1.00 $ 500.00   0.00 $500.00 $ -  
15 4 Demolition, Stripping & Excavation
(Including clear and grub, sawcut concrete sidewalk, remove ramps, haul off and disposal concrete & asphalt material)		 §203, §204.03.09, §205, Plan Sht. 1 and 3 LS 1 $5,000.00 $ 5,000.00     0.50 $ 2,500.00 0.50 $ 2,500.00   1.00 $ 5,000.00   0.00 $5,000.00 $ -  
16 5 Site Restoration & Cleanup §208 LS 1 $1,000.00 $ 1,000.00     0.50 $ 500.00 0.50 $ 500.00   1.00 $ 1,000.00   1.00 $1,000.00 $ 1,000.00  
17 6 Survey Staking
(For construction of curbs, sidewalks and catch basin)		 §105.06 LS 1 $1,500.00 $ 1,500.00     0.50 $ 750.00 0.50 $ 750.00   1.00 $ 1,500.00   0.00 $1,500.00 $ -  
18   Subtotal for GENERAL =         $ 13,500.00       $ 6,750.00   $ 6,750.00     $ 13,500.00       $ 2,250.00  
19   ROAD IMPROVEMENTS                                      
20 7 Sawcut Asphalt Plan Sht. 3 LF 370 $3.00 $ 1,110.00     62 $ 186.00 370 $ 1,110.00   432 $ 1,296.00   62 $3.00 $ 186.00  
21 8 Standard ODOT Curb Std. Dwg. RD700 LF 330 $20.00 $ 6,600.00     0 $ - 330 $ 6,600.00   330 $ 6,600.00   0 $20.00 $ -  
22 9 Standard Concrete Sidewalk
(4" thick over 2" of 3/4"-0 crushed rock over compacted subgrade)		 Std. Dwg. RD720 SF 1396 $5.00 $ 6,980.00     0 $ - 1396 $ 6,980.00   1396 $ 6,980.00   0 $5.00 $ -  
23 10 Concrete Handicap Ramp
(Including forming & placing concrete, & full width truncated dome surface)		 Std. Dwg. RD755 and RD759 EA 8 $1,000.00 $ 8,000.00     2 $ 2,000.00 6 $ 6,000.00   8 $ 8,000.00   0 $1,000.00 $ -  
24 11 Hot Mix Asphalt Concrete, Level 3
(4" in 2 lifts)		 §210.03.04, §505 SY 73 $30.00 $ 2,190.00     13.0 $ 390.00 73 $ 2,190.00   86 $ 2,580.00   86 $30.00 $ 2,580.00  
25 12 Base Rock, 9" Depth
(1-1/2"-0)		 §210.03.04, §210.03.06 SY 73 $10.00 $ 730.00     13.0 $ 130.00 73 $ 730.00   86 $ 860.00   13 $10.00 $ 130.00  
26 13 Leveling Rock, 3" Depth
(3/4"-0)		 §210.03.04, §210.03.06 SY 73 $5.00 $ 365.00     13.0 $ 65.00 73 $ 365.00   86 $ 430.00   13 $5.00 $ 65.00  
27 14 Compaction Tests §205.03.18D, §505.03.14 EA 5 $100.00 $ 500.00     3 $ 300.00 2 $ 200.00   5 $ 500.00   5 $100.00 $ 500.00  
28   Subtotal for ROAD IMPROVEMENTS =         $ 26,475.00       $ 3,071.00   $ 24,175.00     $ 27,246.00       $ 3,461.00  
29   STORM IMPROVEMENTS                                      
30 15 Excavate, Install & Backfill 12" C900 §205, §601, Plan Sht. 3
 LF 10 $50.00 $ 500.00     0 $ - 10 $ 500.00   10 $ 500.00   0 $50.00 $ -  
31 16 Concrete Catch Basin
(Pelican Style)		 Std. Dwg. 407, Plan Sht. 3 EA 1 $2,000.00 $ 2,000.00     0 $ - 1 $ 2,000.00   1 $ 2,000.00   0 $2,000.00 $ -  
32 17 Extend the 18" diameter culvert west of the westside railroad signal Plan Sht. 3 LS 1 $300.00 $ 300.00     0 $ - 1 $ 300.00   1 $ 300.00   0 $300.00 $ -  
33   Subtotal for STORM SYSTEM IMPROV. =         $ 2,800.00       $ -   $ 2,800.00     $ 2,800.00       $ -  
34  
OPTION TO RETROFIT ADDITIONAL SIDEWALK RAMPS		                                    
35 18 Remove Existing Ramp & Install New Concrete Handicap Ramp
(Including sawcut and remove concrete material from existing ramp; forming & placing concrete, & full width truncated dome surface)		 Plan Sht. 1 & 3
 EA 4 $1,300.00 $ 5,200.00     4 $ 5,200.00 0 $ -   4 $ 5,200.00   0 $1,300.00 $ -  
36   Subtotal for ADDITIONAL RETROFIT =         $ 5,200.00       $ 5,200.00   $ -     $ 5,200.00       $ -  
37                                          
38                                          
39                                          
40                                          
41                                          
42   GRAND TOTAL =         $ 47,975.00     $ 15,021.00   $ 33,725.00   $ 48,746.00       $ 5,711.00  
43                   $ 48,746.00   $ 771.00                
44 Account # 18-5150-702162 (street-E)                     $ 15,021.00 $15,021.00       $2,196.00  
45 Account # 18-5150-702165 (street-W)                     $ 33,725.00 $33,725.00       $3,515.00  

PROGRESS PAYMENT DETAIL

  A B C D E F G H I J
1 PROGRESS PAYMENT HISTORY
3 Project Name: Crestview Drive Improvement Project         Date of Application: 3/9/2012
4 Project Nos: 18-5150-702167 (street)              
5   04-5150-707607 (water)         Payment No:   6 (FINAL)
6   04-5150-717727 (storm)              
7 Resolution No: 2011-2949         Invoice Date: 2/27/2012 (see attached invoice)
8 Purchase Order No: 4000              
9               Pay Period: Month of February 2012
10 The Contract was signed by City Manager on June 21, 2011, for $851,828.90.              
11         Contractor: Kizer Excavating Company
13 A copy of the Purchase Order is attached.              
14 A copy of Change Order #1 & #2 is attached.              
17 PROGRESS INVOICE HISTORY
18 Pay No. Progress Total (prior to retainage) % Complete Progress Payment A/c #18-5150-702167 (street) A/c #04-5150-707607 (water) A/c #04-5150-717727 (storm) street retainage water retainage storm retainage
19 1 $43,035.00 89.7% $40,883.25 $12,183.75 $28,699.50 $0.00 $641.25 $1,510.50 $0.00
20 2 $5,711.00 11.7% $5,425.45 $2,086.20 $3,339.25 $0.00 $109.80 $175.75 $0.00
21 3 $0.00 0.0% $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00
22 4 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
23 5 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
24 6 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
31 To Date Total #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!
33 Cont'd PROGRESS INVOICE HISTORY
34 Pay No. A/c #18-5150-702167 (street retainage) A/c #04-5150-707607 (water retainage) A/c #04-5150-717727 (storm retainage) Interest on street retainage Interest on water retainage Interest on storm retainage street retainage & interest earned water retainage & interest earned storm retainage & interest earned
35 1 $641.25 $1,510.50 $0.00            
36 2 $109.80 $175.75 $0.00            
37 3 $0.00 $0.00 $0.00            
38 4 #REF! #REF! #REF!            
39 5 #REF! #REF! #REF!            
40 6 #REF! #REF! #REF!            
41                    
42                    
43                    
44                    
45                    
46                    
47 To Date Total #REF! #REF! #REF! $50.02 $8.17 $10.54 #REF! #REF! #REF!
48   = A = B = C = D = E = F = A + D = B + E = C+ F
53 ◊ Contractor's copy                
54 ◊ Finance file                
55 ◊ Engineering file                
65
 		                  

HISTORY OF PROGRESS

  A B C D E F G H I
1 PROGRESS PAYMENT
3 Project Name: N. College St. Sidewalk Improv. Proj.       Date of Application: 7/11/2012
4 Project Nos: 18-5150-702162 (street)            
5   18-5150-702165 (street)       Payment No:   1
7 Resolution No: N/A       Invoice Date: 6/29/2012 (see attached invoice)
8 Purchase Order No: 4185            
9             Pay Period: Month of June 2012
10 The Contract was signed by City Manager on June 14, 2012, for $47,975.00.            
11       Contractor: Raugust Excavating, Inc.
13 A copy of the Purchase Order is attached.            
16 Application is made for Payment, as shown below, in connection with the Contract. Payment due date per Contract specification. The present status of the account(s) for this Contract is as follows:
17
19 THIS PAYMENT
20 Month Work Performed - See Payment Detail Page(s) Original Contract Change Orders (or Final Q Adj) Revised Contract This Payment Request This Retainage (5% overall) Total Payment Percentage Complete
21
22 June 2012 18-5150-702162 $15,000.00   $15,000.00 $12,825.00 $641.25 $12,183.75 85.5%
23   18-5150-702165 $32,975.00   $32,975.00 $30,210.00 $1,510.50 $28,699.50 91.6%
29   Total: $47,975.00 $0.00 $47,975.00 $43,035.00 $2,151.75 $40,883.25 89.7%
32 PROGRESS INVOICE HISTORY   THIS PAYMENT
33 Pay No. Progress Amt % Complete  
34 1 $43,035.00 89.7%            
35         ORIGINAL CONTRACT AMOUNT $ 47,975.00
36         Net Change by Change Order(s) $ 0.00
37         CONTRACT SUM TO DATE $ 47,975.00
39         THIS PAYMENT FROM:      
41         Account # 18-5150-702162 (street -East) $ 12,183.75
42         Account # 18-5150-702165 (street -West) $ 28,699.50
45         CURRENT PAYMENT DUE    
46 Total $43,035.00 89.7%   $ 40,883.25
49 The undersigned Contractor certifies that the work covered by this Application for Payment has been completed in accordance with the Contract Documents, and that the current payment shown herein is now due. (The same Contractor shall be responsible for paying all his/her subcontractors/suppliers.)
          
50          
51          
52          
53   CITY OF NEWBERG    
57 Firm/Contractor         Paul Chiu, PE, Senior Engineer/Project Manager Date
61 Signature   Date     Jay Harris, PE, City Engineer/Engineering Manager Date
65 Title         Daniel Danicic, MPA, PE, City Manager (if over $5,000.00) Date
68 This certificate is not negotiable. It is payable only to the payee named herein and its issuance, payment and acceptance are without prejudice to any rights of the Owner or Contractor under their Contract.
69
71 ◊ Contractor's copy Check Payment: ◊ Please hold.        
72 ◊ Finance file   s Please mail to - Raugust Excavating, Inc., PO Box 267, Newberg, OR 97132
73 ◊ Engineering file   ◊ Other        
83
 		                

PROGRESS PAYMENT NO. 1

  A B C D E F G H I
1 PROGRESS PAYMENT
3 Project Name: N. College St. Sidewalk Improv. Proj.       Date of Application: 7/31/2012
4 Project Nos: 18-5150-702162 (street)            
5   18-5150-702165 (street)       Payment No:   2
7 Resolution No: N/A       Invoice Date: 7/13/2012 (see attached invoice)
8 Purchase Order No: 4185            
9             Pay Period: Month of July 2012
10 The Contract was signed by City Manager on June 14, 2012, for $47,975.00.            
11       Contractor: Raugust Excavating, Inc.
13 A copy of the Purchase Order is attached.            
16 Application is made for Payment, as shown below, in connection with the Contract. Payment due date per Contract specification. The present status of the account(s) for this Contract is as follows:
17
19 THIS PAYMENT
20 Month Work Performed - See Payment Detail Page(s) Original Contract Final Quantity Adjustment Revised Contract This Payment Request This Retainage (5% overall) Total Payment Percentage Complete
21
22 July 2012 18-5150-702162 $15,000.00 $21.00 $15,021.00 $2,196.00 $109.80 $2,086.20 14.6%
23   18-5150-702165 $32,975.00 $750.00 $33,725.00 $3,515.00 $175.75 $3,339.25 10.4%
29   Total: $47,975.00 $771.00 $48,746.00 $5,711.00 $285.55 $5,425.45 11.7%
32 PROGRESS INVOICE HISTORY   THIS PAYMENT
33 Pay No. Progress Amt % Complete  
34 1 $43,035.00 88.3%            
35 2 $5,711.00 11.7%   ORIGINAL CONTRACT AMOUNT $ 47,975.00
36         Net Change by Final Quantity Adjustment $ 771.00
37         CONTRACT SUM TO DATE $ 48,746.00
39         THIS PAYMENT FROM:      
41         Account # 18-5150-702162 (street -East) $ 2,086.20
42         Account # 18-5150-702165 (street -West) $ 3,339.25
45         CURRENT PAYMENT DUE    
46 Total $48,746.00 100.0%   $ 5,425.45
49 The undersigned Contractor certifies that the work covered by this Application for Payment has been completed in accordance with the Contract Documents, and that the current payment shown herein is now due. (The same Contractor shall be responsible for paying all his/her subcontractors/suppliers.)
          
50          
51          
52          
53   CITY OF NEWBERG    
57 Firm/Contractor         Paul Chiu, PE, Senior Engineer/Project Manager Date
61 Signature   Date     Jay Harris, PE, City Engineer/Engineering Manager Date
65 Title         Daniel Danicic, MPA, PE, City Manager (if over $5,000.00) Date
68 This certificate is not negotiable. It is payable only to the payee named herein and its issuance, payment and acceptance are without prejudice to any rights of the Owner or Contractor under their Contract.
69
71 ◊ Contractor's copy Check Payment: ◊ Please hold.        
72 ◊ Finance file   s Please mail to - Raugust Excavating, Inc., PO Box 267, Newberg, OR 97132
73 ◊ Engineering file   ◊ Other        
83
 		                

PROGRESS PAYMENT NO. 2

  A B C D E F G H I K
1 PROGRESS PAYMENT  
3 Project Name: N. College St. Sidewalk Improv. Proj.       Date of Application: 8/1/2012  
4 Project Nos: 18-5150-702162 (street)              
5   18-5150-702165 (street)       Payment No:   3 (FINAL)  
7 Resolution No: N/A       Invoice Date: N/A    
8 Purchase Order No: 4185              
9             Pay Period: RELEASE OF RETAINAGE  
10 The Contract was signed by City Manager on June 21, 2011, for $851,828.90.              
11       Contractor: Raugust Excavating, Inc.  
13 A copy of the Purchase Order is attached.              
16 Application is made for Payment, as shown below, in connection with the Contract. Payment due date per Contract specification. The present status of the account(s) for this Contract is as follows:  
17  
19 THIS PAYMENT  
25 RELEASE OF RETAINAGE Account # Original Contract Final Quantity Adjustment RETAINAGE on
PROGRESS PAYMENTS
#1 & #2		 INTEREST TOTAL PAYMENT
(Retainage & Interest)		    
26   18-5150-702162 $15,000.00 $21.00 $641.25 $109.80 $0.14 $751.19    
27   18-5150-702165 $32,975.00 $750.00 $1,510.50 $175.75 $0.32 $1,686.57    
29 Total:   $47,975.00 $771.00 $48,746.00 $0.00 $0.00 $2,437.76 0.0%  
32 PROGRESS INVOICE HISTORY   THIS PAYMENT  
33 Pay No. Progress Amt % Complete    
34 1 $43,035.00 88.3%              
35 2 $5,711.00 11.7%   ORIGINAL CONTRACT AMOUNT $ 47,975.00  
36         Net Change by Final Quantity Adjustment $ 771.00  
37         CONTRACT SUM TO DATE $ 48,746.00  
39         THIS PAYMENT FROM:        
41         Account # 18-5150-702162 (street -East) $ 751.19  
42         Account # 18-5150-702165 (street -West) $ 1,686.57  
45         CURRENT PAYMENT DUE      
46 Total $48,746.00 100.0%   $ 2,437.76  
49 The undersigned Contractor certifies that the work covered by this Application for Payment has been completed in accordance with the Contract Documents, and that the current payment shown herein is now due. (The same Contractor shall be responsible for paying all his/her subcontractors/suppliers.)
            
50            
51            
52            
53   CITY OF NEWBERG      
56                    
57 Firm/Contractor         Paul Chiu, PE, Senior Engineer/Project Manager Date  
61 Signature   Date     Jay Harris, PE, City Engineer/Engineering Manager Date  
65 Title         Daniel Danicic, MPA, PE, City Manager (if over $5,000.00) Date  
68 This certificate is not negotiable. It is payable only to the payee named herein and its issuance, payment and acceptance are without prejudice to any rights of the Owner or Contractor under their Contract.  
69  
71 ◊ Contractor's copy Check Payment: ◊ Please hold.          
72 ◊ Finance file   s Please mail to - Raugust Excavating, Inc., PO Box 267, Newberg, OR 97132  
73 ◊ Engineering file   ◊ Other          
83
 		                  

FINAL PAYMENT NO. 3