	CITY OF LAWRENCE
	City Bid No. B1126 - Project No. PW1101
	6th Street (U.S. 40/59 HWY) from Iowa Street to Massachusetts Street
	Bid Date: June 7, 2011
	Engineer's Estimate: Base Bid - $903,775.30; Alternate 1 -$153,458.50; Alternate 2 -$134,486.50
				Sunflower Paving, Inc.
ITEM	DESCRIPTION	UNITS	QUANTITY	Unit Price	Amount
1	Mobilization (P)	1	L.S.	$ 26,935.00	$ 26,935.00
2	Milling 2" Depth (P)	52,060	S.Y.	$ 0.50	$ 26,030.00
3	Milling 2" Depth (NP)	1,468	S.Y.	$ 0.50	$ 734.00
4	Asphaltic Concrete (KDOT HMA-Commercial) 2" Overlay (P)*	6,014	TON	$ 63.39	$ 381,227.46
5	Asphaltic Concrete (KDOT HMA-Commercial) 2" Overlay (NP)*	171	TON	$ 63.39	$ 10,839.69
6	Asphaltic Concrete (BM-1) Leveling Course (P)	1,500	TON	$ 65.00	$ 97,500.00
7	Portland Cement Concrete Pavement Patch (Full Depth- 8" Min.) (P)**	3,000	S.Y.	$ 60.00	$ 180,000.00
8	Asphaltic Concrete (HMA-Commercial) Pavement Patch (Full Depth) (P)**	100	TON	$ 85.00	$ 8,500.00
9	Temporary Pavement Marking				$ -
	a) 4" Broken White (Tape) (P)	1,347	L.F.	$ 1.00	$ 1,347.00
	b) 4" Broken Yellow (Tape) (P)	1,021	L.F.	$ 1.00	$ 1,021.00
10	Permanent Pavement Marking				$ -
	a) 6" Broken White Lane Line (Class A) (Cold Plastic) (P)	2,960	L.F.	$ 2.85	$ 8,436.00
	b) 6" Dotted White Lane Line (Class A) (Cold Plastic) (P)	234	L.F.	$ 2.85	$ 666.90
	c) 6" Dotted White Extension Line (Class A) (Cold Plastic) (P)	234	L.F.	$ 2.85	$ 666.90
	d) 6" Solid White Channelization Line (Class A) (Cold Plastic) (P)	1,571	L.F.	$ 2.85	$ 4,477.35
	e) 6" Solid White Edge Line (Class A) (Cold Plastic) (P)	2,192	L.F.	$ 2.85	$ 6,247.20
	f) 12" Solid White Diagonal Line (Class A) (Cold Plastic) (P)	273	L.F.	$ 7.00	$ 1,911.00
	g) 12" Solid White Chevron Line (Class A) (Cold Plastic) (P)	16	L.F.	$ 7.00	$ 112.00
	h) 24" Solid White Stop Line (Class A) (Cold Plastic) (P)	565	L.F.	$ 10.00	$ 5,650.00
	i) 24" Solid White Stop Line (Class A) (Applied to Existing Pavement) (P)	13	L.F.	$ 10.00	$ 130.00
	j) 36" Solid White Crosswalk Line (Class A) (Cold Plastic) (P)	666	L.F.	$ 14.00	$ 9,324.00
	k) 36" Solid White Crosswalk Line (Class A) (Applied to Existing Pavement) (P)	30	L.F.	$ 14.00	$ 420.00
	l) 4" Broken Yellow Lane Line (Class B) (Cold Plastic) (P)	2,240	L.F.	$ 2.25	$ 5,040.00
	m) 4" Solid Yellow Lane Line (Class B) (Cold Plastic) (P)	8,140	L.F.	$ 2.25	$ 18,315.00
	n) 4" Solid Double Yellow Lane Line (Class B) (Cold Plastic) (P)***	2,011	L.F.	$ 4.00	$ 8,044.00
	o) 12" Solid Yellow Diagonal Line (Class B) (Cold Plastic) (P)***	245	L.F.	$ 6.50	$ 1,592.50
	p) Left Turn Lane Use Arrow (Cold Plastic) (P)	53	EACH	$ 285.00	$ 15,105.00
	q) Left Turn and Through Lane Use Arrow (P) (Cold Plastic)	2	EACH	$ 285.00	$ 570.00
	r) Through Lane Use Arrow (P) (Cold Plastic)	4	EACH	$ 200.00	$ 800.00
	s) Right Turn Lane Use Arrow (Cold Plastic) (P)	5	EACH	$ 285.00	$ 1,425.00
	t) "ONLY" Pavement Marking (P) (Cold Plastic)	2	EACH	$ 325.00	$ 650.00
	u) Yield Symbol (P) (Cold Plastic)	5	EACH	$ 350.00	$ 1,750.00
11	Sanitary Sewer Manhole Adjustment (P)	4	EACH	$ 525.00	$ 2,100.00
12	Sanitary Sewer Manhole Adjustment (NP)	1	EACH	$ 525.00	$ 525.00
13	Storm Sewer Manhole Adjustment (P)	10	EACH	$ 525.00	$ 5,250.00
14	Water Valve Box Adjustment (P)	16	EACH	$ 475.00	$ 7,600.00
15	Video Detection System (Complete) (P)	1	EACH	$ 17,200.00	$ 17,200.00
16	Remove and Replace Median Between Kentucky Street and Vermont Street	1	L.S.	$ 18,270.00	$ 18,270.00
17	Material Testing (P)	1	F.A.	$ 10,000.00	$ 10,000.00
KLINK BASE BID - TOTAL					$ 886,412.00

	ALTERNATE 1 - 6TH & MAINE (Westbound Right Turn Lane Improvements)
Item	Description	Quantity	Unit	Unit Price	Amount
1	Mobilization	1	L.S.	$ 4,011.00	$ 4,011.00
2	Site Preparation	1	L.S.	$ 10,702.00	$ 10,702.00
3	11" NRDJ Concrete Pavement	448	S.Y.	$ 62.60	$ 28,044.80
4	AB-1	97	C.Y.	$ 43.00	$ 4,171.00
5	6" FAT-SUB	580	S.Y.	$ 7.00	$ 4,060.00
6	Common Excavation	100	C.Y.	$ 28.00	$ 2,800.00
7	4" Concrete Sidewalk	186	S.Y.	$ 31.50	$ 5,859.00
8	Access Ramp	3	EACH	$ 650.00	$ 1,950.00
9	30" Concrete Curb and Gutter	336	L.F.	$ 22.00	$ 7,392.00
10	Relocate Bus Shelter	1	EACH	$ 2,550.00	$ 2,550.00
11	Waterline Relocation	400	L.F.	$ 115.00	$ 46,000.00
12	Water Meter Relocation	3	EACH	$ 450.00	$ 1,350.00
13	Boring for Waterline	45	L.F.	$ 40.00	$ 1,800.00
14	Tapping Sleeve	1	EACH	$ 2,945.00	$ 2,945.00
15	Concrete Driveway Apron (6")	48	S.Y.	$ 39.90	$ 1,915.20
16	6" Solid White Channelization Line	125	L.F.	$ 9.50	$ 1,187.50
17	6" Dotted White Lane Line	40	L.F.	$ 12.00	$ 480.00
18	Right Turn Lane - Use Arrow	3	EACH	$ 350.00	$ 1,050.00
19	Flowable Fill	50	C.Y.	$ 65.00	$ 3,250.00
20	Erosion Control	1	L.S.	$ 1,500.00	$ 1,500.00
21	Seed, Fertilize and Mulch	1	L.S.	$ 750.00	$ 750.00
22	Traffic Signal Work (Items of work or materials not listed as a bid item shall be considered subsidiary to the closest related bid items.)
	a) Remove and Replace Traffic Signal Service Boxes	1	L.S.	$ 4,000.00	$ 4,000.00
	b) Install Traffic Signal Cabinet, Video Detection and Battery Backup	1	L.S.	$ 42,000.00	$ 42,000.00
	c) Install Pedestrian Signal Pole and Push Buttons	1	L.S.	$ 2,700.00	$ 2,700.00
23	Traffic Control	1	L.S.	$ 3,000.00	$ 3,000.00
ALTERNATE 1 - TOTAL					$ 185,467.50

	ALTERNATE 2 - 6TH & MICHIGAN (Westbound Right Turn Lane Improvements)
Item	Description	Quantity	Unit	Unit Price	Amount
1	Mobilization	1	L.S.	$ 3,383.00	$ 3,383.00
2	Site Preparation	1	L.S.	$ 5,060.00	$ 5,060.00
3	11" NRDJ Concrete Pavement	269	S.Y.	$ 62.60	$ 16,839.40
4	AB-1	49	C.Y.	$ 45.00	$ 2,205.00
5	6" FAT-SUB	292	S.Y.	$ 8.00	$ 2,336.00
6	Common Excavation	65	C.Y.	$ 30.00	$ 1,950.00
7	4" Concrete Sidewalk	116	S.Y.	$ 31.50	$ 3,654.00
8	Access Ramp	3	EACH	$ 650.00	$ 1,950.00
9	24" Concrete Curb and Gutter	185	L.F.	$ 15.50	$ 2,867.50
10	Standard 7' x 5' Storm Sewer Inlet	1	EACH	$ 3,900.00	$ 3,900.00
11	15" CMP Storm Sewer Pipe	18	L.F.	$ 30.00	$ 540.00
12	Remove Existing Storm Sewer Inlet and Connect New Storm Sewer Pipe to Existing Storm Sewer Pipe	1	L.S.	$ 1,500.00	$ 1,500.00
13	Waterline Relocation	250	L.F.	$ 130.00	$ 32,500.00
14	Boring for Waterline	68	L.F.	$ 40.00	$ 2,720.00
15	Tapping Sleeve	1	EACH	$ 2,655.00	$ 2,655.00
16	6" Solid White Channelization Line	139	L.F.	$ 9.50	$ 1,320.50
17	6" Dotted White Lane Line	16	L.F.	$ 12.00	$ 192.00
18	Right Turn Lane - Use Arrow	3	EACH	$ 350.00	$ 1,050.00
19	Flowable Fill	30	C.Y.	$ 65.00	$ 1,950.00
20	Erosion Control	1	L.S.	$ 1,500.00	$ 1,500.00
21	Landscaping, Seed, Fertilize and Mulch	1	L.S.	$ 2,100.00	$ 2,100.00
22	Traffic Signal Work (Items of work or materials not listed as a bid item shall be considered subsidiary to the closest related bid items.)
	a) Install Emergency Vehicle Pre-emption	1	L.S.	$ 3,100.00	$ 3,100.00
	b) Boring for Traffic Signal Conduit	55	L.F.	$ 20.00	$ 1,100.00
	c) 4" HDPE Traffic Signal Conduit	43	L.F.	$ 20.00	$ 860.00
	d) Install Traffic Signal Pole and Mast Arm****	1	L.S.	$ 6,500.00	$ 6,500.00
	e) Install Concrete Pad and Pedestrian Push Button	1	L.S.	$ 500.00	$ 500.00
	f) Install Concrete Traffic Signal Service Box	1	L.S.	$ 800.00	$ 800.00
	g) Install Traffic Signal Cabinet, Video Detection and Battery Backup	1	L.S.	$ 35,250.00	$ 35,250.00
23	Traffic Control	1	L.S.	$ 3,000.00	$ 3,000.00
ALTERNATE 2 - TOTAL					$ 143,282.40

	GRAND TOTAL (BASE BID + ALTERNATE 1 + ALTERNATE 2)				$ 1,215,161.90