Verona options.xlsx

	A	B	C	D	E
1	Verona		740
2	Available Budget	$ 33,700
3	sidewalk only
4	Description	Number	Units	Unit price	Total
5	Catch Basins	1	EA	$ 1,500	$ 1,500
6	Storm Drains	50	LF	$ 30	$ 1,500
7	Sidewalk Base Gravel	608	TN	$ 12	$ 7,301
8	Sidewalk crushed Gravel	152	TN	$ 18	$ 2,738
9	Curb (concrete)	680		$ 15	$ 10,200
10	Asphalt Sidewalk	59	TN	$ 200	$ 11,717
11	Markings	1	LS	$ 250	$ 250
12				Total	$ 35,206
13	Assumptions:
14	Town staff complete the work
15	5' sidewalk on north side of the road
16	ROW is 50' (verified)
17	Crosswalk would be prior (east) of the north Brook Hollow driveway
18	Crosswalk on East Wheelock would remain in existing location
19	Sidewalk ends at Willow Springs (original CIP funding criteria)
20
21	MUP
22	Description	Number	Units	Unit price	Total
23	Bank Run Gravel Base	811	TN	$ 15	$ 12,169
24	Crushed Gravel	203	TN	$ 22	$ 4,462
25	Asphalt base	141	TN	$ 200	$ 28,120
26	Asphalt Pavement	160	TN	$ 120	$ 19,178
27	Utility pole relocation make ready*	2	EA	$ 10,000	$ 20,000
28	Hydrant relocation	1	EA	$ 3,500	$ 3,500
29	Gate Valve Replacement	1	EA	$ 1,500	$ 1,500
30	Catch Basins	6	EA	$ 1,500	$ 9,000
31	Storm Drains	180	LF	$ 30	$ 5,400
32	Hedge Replacement	135	LF	$ 25	$ 3,375
33	Fence Replacement	80	LF	$ 25	$ 2,000
34	MUP Base Gravel	1014	TN	$ 15	$ 15,211
35	MUP crushed Gravel	254	TN	$ 22	$ 5,577
36	Curb	680		$ 25	$ 17,000
37	MUP Asphalt	117	TN	$ 200	$ 23,433
38	Markings	1	LS	$ 350	$ 350
39				Total	$ 170,276
40
41	Assumptions:
42	* 3rd & 4th Utility poles will be required to be relocated, make ready costs are difficult to determine
43	hedge and fence will need to be replaced
44	MUP width 10' will require road to be shift to the north 8'
45	Crosswalk on East Wheelock would remain in existing locaiton
46	MUP would end at Willow Springs
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