Mill creek bid schedule(Rev-2) 6 17 10.docx

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Mill Creek Coalition, Glenn Sites 17 & 19, AMD Treatment Project, Clarion & Jefferson Counties, PA.
Solicitation number
AG-2D37-S-10-0006
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NEW BID SCHEDLUE FOR MILL CREEK.

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GLENN SITE 17—BID SCHEDULE

Item No. Spec. Description Quantity Unit Unit Cost Total Cost

1. 1 Mobilization and 1 LS ________________ _______________ Demobilization

2. 2 Clearing and Grubbing 0.2 ACRE _________________ _______________

3. 3 E & S Control 1 LS _________________ _______________

4. 1000 Access Road 850 LF ________________ _______________

5. 1009 Access Gate 1 LS _________________ _______________

6.1001 Stream Intake Structure
(a) Piping1LS________________________________
(b) Concrete1LS________________________________

7. 4 & 23 Uncl. Excav. & Earthfill 1 LS _______________ ________________

8. 1002 High Quality Limestone

(a) System startup 50 Ton __________________ _______________

(b) 20 year longevity 80 Ton __________________ _______________

9. 45 Piping (SCH 40 PVC) installed

(a) 4” Solid Pipe 8 LF _________________ _______________
(b) 6” Perforated Pipe 20 LF _________________ _______________
(c) 6” Solid pipe155 LF _________________ ________________
(d) 8” Perforated Pipe 5 LF __________________ ________________
(e) 8” Solid Pipe5 LF_________________ ________________
(f) 6” Gate Valve 9 EA _________________ ________________

(g) 2” Dutile Iron Valve 1 EA _________________ ________________

10. 1001 Upflow Limestone Well2 EA __________________ _________________
11.1012 Flow Splitter Box1 LS __________________ _________________
12. 61 Rock Lining / Rock Channel25 SY __________________ _________________
13. 1007 Monitoring Weir1 EA __________________ _________________
14.6 Seeding/Restoration 0.2 Acre ________________ ________________
GLENN SITE 17 BID SCHEDULE TOTAL COST= _________________

GLENN SITE 19—BID SCHEDULE

Item No. Spec. Description Quantity Unit Unit Cost Total Cost

1. 1 Mobilization and 1 LS ________________ _______________ Demobilization

2. 2 Clearing and Grubbing 4 ACRE ________________ _______________

3. 3 E & S Control 1 LS ________________ _______________

4. 1000 Access Road 1400 SY _______________ _______________

5. 1009 Access Gate 1 LS ________________ _______________

6. 4 & 23 Uncl. Excavation & Earthfill 1 LS ________________ _______________

7.1010 Underdrain1200 LF ________________ ________________
8. 97 Geotextile Liner4655 SY _________________ ________________

9. 1002 High Quality Limestone

(a) System startup 150 Ton _________________ ________________
(b) 20 year longevity 175 Ton _________________ ________________

10. 1013 Limestone 4200 Ton _________________ ________________

11. 45 Piping (SCH 40 PVC) installed

(a) 4” Slotted Pipe 325 LF _________________ _______________
(b) 4” Solid Pipe 100 LF _________________ _______________
(c) 6” Slotted Pipe80 LF _________________ ________________
(d) 6” Solid Pipe 1,110 LF _________________ ________________
(e) 4” Gate Valve 2 EA _________________ ________________
(f) 6” Gate Valve8 EA _________________ _________________

12. 1011 Upflow Limestone Column 2 EA __________________ ________________

13. 1006 Orifice Flow Control 2 EA ___________________ _________________

14. 61 Rock Lining/Rock Channel

(a) Outfall Channels (R3) 140 SY __________________ ________________
(b) Rock Lined Ditch (R4) 50 SY __________________ ________________
(c) Energy Dissipator (R5) 9 SY __________________ _______________

15. 1007 Monitoring Weir 1 EA _________________ _____________

16. 6 Seeding/Restoration 2.8 Acre _________________ _____________

17. 1014 Cleanouts 18 EA _________________ _____________

18. 1015 Baffles 1 EA _________________ _____________

GLENN SITE 19 BID SCHEDULE TOTAL COST = _______________

PLUS
GLENN SITE 17 BID SCHEDULE TOTAL COST= _________________

TOTAL BOTH SITE 17 & 19 BID SCHEDULE COST = _______________________

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