PavingPricingStructure.pdf

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Paving Maintenance Services Contract at National Institutes of Health
Solicitation number
NIHOF2011358
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SECTION B - Pricing Structure

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PROCUREMENT SENSITIVE IN ACCORDANCE WITH FAR 3.104

B.4 PRICE STRUCTURE

B.4.1 Base Year CLIN Pricing Structure

Pavement Maintenance Work - Base Year Asphalt CLIN Pricing Structure

CLIN 11 Asphalt Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

11A

Bituminous surface course (nominal 1 1/2” to 2” thick) (without the price for petroleum based asphalt product used for Task Order)

2,000 tons per ton per ton

11B

Bituminous base course (nominal 2” to 8” thick) (without the price for petroleum based asphalt product used for Task Order)

6,000 tons per ton per ton

11C 1” to 3” asphalt overlay (without the price for petroleum based asphalt product used for Task Order)

300 tons per ton per ton

11D Remove bituminous pavement (3” to 10” thick including stone base)

3,500 tons per ton per ton

11E Remove unsuitable subgrade material & replace with crusher run stone

1,000 cu yds per cu yd per cu yd

11F Cold plane/mill asphalt (1/2” to 2” thick) Less than 100 sq yd

85 cu yds per cu yd per cu yd

11G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd

85 cu yds per cu yd per cu yd

Pavement Maintenance Work - Base Year Concrete CLIN Pricing Structure

CLIN 12 Concrete Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

12A New standing/integral curb & gutter 27 cu yd per cu yd per cu yd

12B Remove & replace standing/integral curb & gutter

35 cu yd per cu yd per cu yd

12C New flatwork (up to 4” thick) 27 cu yd per cu yd per cu yd

12D New flatwork (4” to 8” thick) 27 cu yd per cu yd per cu yd

12E New flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

12F Remove & replace flatwork (up to 4” thick)

27 cu yd per cu yd per cu yd

12G Remove & replace flatwork (4” to 8” thick)

27 cu yd per cu yd per cu yd

12H Remove & replace flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

12I Pour new concrete steps 27 cu yd per cu yd per cu yd

12J Remove concrete up to 6” thick 27 cu yd per cu yd

Pavement Maintenance Work - Base Year Traffic Markings CLIN Pricing Structure

CLIN 13 Pavement Marking Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

13A Paint 4” white or yellow traffic line 25,000 linear ft N/A per linear ft

13B Paint 6” white or yellow traffic line 12,500 linear ft N/A per linear ft

13C Paint standard handicap logo each N/A each

13D Paint 12” high block numbers each

N/A each

13E Paint standard traffic arrows each

N/A each

13F Paint white (8” X 6’) traffic markings

“STOP”, “YIELD”, “AHEAD”

each N/A each

13G Install crosswalk tape markings , strong yellow (7 - 8” X 8’) and white 7 – 12” X 8” tape markings each N/A each

13H Grind off up to 8” wide painted or taped traffic markings

1,000 linear ft N/A per linear ft

Pavement Maintenance Work - Base Year Miscellaneous CLIN Pricing Structure

CLIN 14 Miscellaneous Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

14A Rebuild concrete catch basin covers (40 sq ft)

5 each each each

14B Adjust mahole cover elevations (18” maximum up or down)

8 each each each

14C Provide & install manhole adjust rings (2’ to 3’ diameter)

10 each each each

14D Construct new dry laid stone wall 250 face sq ft per face sq ft per face sq ft

14E Dismantle & rebuild existing stone walls

100 cu yds per face sq ft per face sq ft

14F Supply & spread clean fill or sandy loam topsoil

100 cu yds per cu yd per cu yd

14G Apply coal-tar sealer (without the price for petroleum based sealant used for Task Order)

5,000 sq yds per day minimum N/A

5,000 sq yds per day minimum

Inspection of Paved Areas – Base Year CLIN Pricing Structure

CLIN 15 Inspection of Paved Areas for Repair

CLIN Task Order for Joint NIH and NIHAC Pavement Inspection and Report Fixed Price

Annual Inspection and Report of Paved Areas for Repair at NIH and

NIHAC

Emergency Service Call – Base Year CLIN Pricing Structure

CLIN 16 Emergency Service Call Pavement Maintenance

CLIN Joint NIH and NIHAC Emergency Pavement Maintenance Price per

Labor Hour

16 Emergency services for pavement maintenance $_________

Petroleum Base Products for Task Orders – Base Year CLIN Pricing Structure

NOTE: Submitted for Task Orders only

CLIN 17 Petroleum Based Asphalt and/or Sealant Products Used for Task Orders

CLIN Petroleum Based Product

Units (Tons/Gallons) of Product Fixed Price per Unit of Product

Total Price of Products

17A Petroleum based asphalt product $_________

17B Petroleum based sealant product $_________

B.4.2 Option Year 1 CLIN Pricing Structure

Pavement Maintenance Work - Option Year 1 Asphalt CLIN Pricing Structure

CLIN 21 Asphalt Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

21A

Bituminous surface course (nominal 1 1/2” to 2” thick) (without the price for petroleum based asphalt product used for Task Order)

2,000 tons per ton per ton

21B

Bituminous base course (nominal 2” to 8” thick) (without the price for petroleum based asphalt product used for Task Order)

6,000 tons per ton per ton

21C 1” to 3” asphalt overlay (without the price for petroleum based asphalt product used for Task Order)

300 tons per ton per ton

21D Remove bituminous pavement (3” to 10” thick including stone base)

3,500 tons per ton per ton

21E Remove unsuitable subgrade material & replace with crusher run stone

1,000 cu yds per cu yd per cu yd

21F Cold plane/mill asphalt (1/2” to 2” thick) Less than 100 sq yd

85 cu yds per cu yd per cu yd

21G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd

85 cu yds per cu yd

Pavement Maintenance Work - Option Year 1 Concrete CLIN Pricing Structure

CLIN 22 Concrete Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

22A New standing/integral curb & gutter 27 cu yd per cu yd per cu yd

22B Remove & replace standing/integral curb & gutter

35 cu yd per cu yd per cu yd

22C New flatwork (up to 4” thick) 27 cu yd per cu yd per cu yd

22D New flatwork (4” to 8” thick) 27 cu yd per cu yd per cu yd

22E New flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

22F Remove & replace flatwork (up to 4” thick)

27 cu yd per cu yd per cu yd

22G Remove & replace flatwork (4” to 8” thick)

27 cu yd per cu yd per cu yd

22H Remove & replace flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

22I Pour new concrete steps 27 cu yd per cu yd per cu yd

22J Remove concrete up to 6” thick 27 cu yd per cu yd

NIH Pavement Maintenance Work - Option Year 1 Traffic Markings CLIN Pricing Structure

CLIN 23 Pavement Marking Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

23A Paint 4” white or yellow traffic line 25,000 linear ft N/A per linear ft

23B Paint 6” white or yellow traffic line 12,500 linear ft N/A per linear ft

23C Paint standard handicap logo each N/A each

23D Paint 12” high block numbers each

N/A each

23E Paint standard traffic arrows each

N/A each

23F Paint white (8” X 6’) traffic markings

“STOP”, “YIELD”, “AHEAD”

each N/A each

23G Install crosswalk tape markings , strong yellow (7 - 8” X 8’) and white 7 – 12” X 8” tape markings each N/A each

23H Grind off up to 8” wide painted or taped traffic markings

1,000 linear ft N/A

NIH Pavement Maintenance Work – Option Year1 Miscellaneous CLIN Pricing Structure

CLIN 24 Miscellaneous Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

24A Rebuild concrete catch basin covers (40 sq ft)

5 each each each

24B Adjust mahole cover elevations (18” maximum up or down)

8 each each each

24C Provide & install manhole adjust rings (2’ to 3’ diameter)

10 each each each

24D Construct new dry laid stone wall 250 face sq ft per face sq ft per face sq ft

24E Dismantle & rebuild existing stone walls

100 cu yds per face sq ft per face sq ft

24F Supply & spread clean fill or sandy loam topsoil

100 cu yds per cu yd per cu yd

24G Apply coal-tar sealer (without the price for petroleum based sealant used for Task Order)

5,000 sq yds per day minimum N/A

5,000 sq yds

Inspection of Paved Areas – Option Year 1 CLIN Pricing Structure

CLIN 25 Inspection of Paved Areas for Repair

CLIN Task Order for Joint NIH and NIHAC Pavement Inspection and Report Fixed Price

Annual Inspection and Report of Paved Areas for Repair at NIH and

Emergency Service Call – Option Year 1 CLIN Pricing Structure

CLIN 26 Emergency Service Call Pavement Maintenance

CLIN Joint NIH and NIHAC Emergency Pavement Maintenance Price per

26 Emergency services for pavement maintenance $_________

Petroleum Base Products for Task Orders – Option Year 1 CLIN Pricing Structure

CLIN 27 Petroleum Based Asphalt and/or Sealant Products Used for Task Orders

CLIN Petroleum Based Product

Units (Tons/Gallons) of Product Fixed Price per Unit of Product

Total Price of Products

27A Petroleum based asphalt product $_________

27B Petroleum based sealant product $_________

B.4.3 Option Year 2 CLIN Pricing Structure

Pavement Maintenance Work - Option Year 2 Asphalt CLIN Pricing Structure

CLIN 31 Asphalt Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

31A

Bituminous surface course (nominal 1 1/2” to 2” thick) (without the price for petroleum based asphalt product used for Task Order)

2,000 tons per ton per ton

31B

Bituminous base course (nominal 2” to 8” thick) (without the price for petroleum based asphalt product used for Task Order)

6,000 tons per ton per ton

31C 1” to 3” asphalt overlay (without the price for petroleum based asphalt product used for Task Order)

300 tons per ton per ton

31D Remove bituminous pavement (3” to 10” thick including stone base)

3,500 tons per ton per ton

31E Remove unsuitable subgrade material & replace with crusher run stone

1,000 cu yds per cu yd per cu yd

31F Cold plane/mill asphalt (1/2” to 2” thick) Less than 100 sq yd

85 cu yds per cu yd per cu yd

31G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd

85 cu yds per cu yd

Pavement Maintenance Work - Option Year 2 Concrete CLIN Pricing Structure

CLIN 32 Concrete Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

32A New standing/integral curb & gutter 27 cu yd per cu yd per cu yd

32B Remove & replace standing/integral curb & gutter

35 cu yd per cu yd per cu yd

32C New flatwork (up to 4” thick) 27 cu yd per cu yd per cu yd

32D New flatwork (4” to 8” thick) 27 cu yd per cu yd per cu yd

32E New flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

32F Remove & replace flatwork (up to 4” thick)

27 cu yd per cu yd per cu yd

32G Remove & replace flatwork (4” to 8” thick)

27 cu yd per cu yd per cu yd

32H Remove & replace flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

32I Pour new concrete steps 27 cu yd per cu yd per cu yd

34J Remove concrete up to 6” thick 27 cu yd per cu yd

NIH Pavement Maintenance Work – Option Year 2 Traffic Markings CLIN Pricing Structure

CLIN 33 Pavement Marking Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

33A Paint 4” white or yellow traffic line 25,000 linear ft N/A per linear ft

33B Paint 6” white or yellow traffic line 12,500 linear ft N/A per linear ft

33C Paint standard handicap logo each N/A each

33D Paint 12” high block numbers each

N/A each

33E Paint standard traffic arrows each

N/A each

33F Paint white (8” X 6’) traffic markings

“STOP”, “YIELD”, “AHEAD”

each N/A each

33G Install crosswalk tape markings , strong yellow (7 - 8” X 8’) and white 7 – 12” X 8” tape markings each N/A each

33H Grind off up to 8” wide painted or taped traffic markings

1,000 linear ft N/A

NIH Pavement Maintenance Work – Option Year 2 Miscellaneous CLIN Pricing Structure

CLIN 34 Miscellaneous Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

34A Rebuild concrete catch basin covers (40 sq ft)

5 each each each

34B Adjust mahole cover elevations (18” maximum up or down)

8 each each each

34C Provide & install manhole adjust rings (2’ to 3’ diameter)

10 each each each

34D Construct new dry laid stone wall 250 face sq ft per face sq ft per face sq ft

34E Dismantle & rebuild existing stone walls

100 cu yds per face sq ft per face sq ft

34F Supply & spread clean fill or sandy loam topsoil

100 cu yds per cu yd per cu yd

34G Apply coal-tar sealer (without the price for petroleum based sealant used for Task Order)

5,000 sq yds per day minimum N/A

5,000 sq yds

Inspection of Paved Areas – Option Year 2 CLIN Pricing Structure

CLIN 35 Inspection of Paved Areas for Repair

CLIN Task Order for Joint NIH and NIHAC Pavement Inspection and Report Fixed Price

Annual Inspection and Report of Paved Areas for Repair at NIH and

Emergency Service Call – Option Year 2 CLIN Pricing Structure

CLIN 36 Emergency Service Call Pavement Maintenance

CLIN Joint NIH and NIHAC Emergency Pavement Maintenance Price per

36 Emergency services for pavement maintenance $_________

Petroleum Base Products for Task Orders – Option Year 2 CLIN Pricing Structure

CLIN 37 Petroleum Based Asphalt and/or Sealant Products Used for Task Orders

CLIN Petroleum Based Product

Units (Tons/Gallons) of Product Fixed Price per Unit of Product

Total Price of Products

37A Petroleum based asphalt product $_________

37B Petroleum based sealant product $_________

B.4.4 Option Year 3 CLIN Pricing Structure

Pavement Maintenance Work - Option Year 3 Asphalt CLIN Pricing Structure

CLIN 41 Asphalt Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

41A

Bituminous surface course (nominal 1 1/2” to 2” thick) (without the price for petroleum based asphalt product used for Task Order)

2,000 tons per ton per ton

41B

Bituminous base course (nominal 2” to 8” thick) (without the price for petroleum based asphalt product used for Task Order)

6,000 tons per ton per ton

41C 1” to 3” asphalt overlay (without the price for petroleum based asphalt product used for Task Order)

300 tons per ton per ton

41D Remove bituminous pavement (3” to 10” thick including stone base)

3,500 tons per ton per ton

41E Remove unsuitable subgrade material & replace with crusher run stone

1,000 cu yds per cu yd per cu yd

41F Cold plane/mill asphalt (1/2” to 2” thick) Less than 100 sq yd

85 cu yds per cu yd per cu yd

41G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd

85 cu yds per cu yd

Pavement Maintenance Work - Option Year 3 Concrete CLIN Pricing Structure

CLIN 42 Concrete Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

42A New standing/integral curb & gutter 27 cu yd per cu yd per cu yd

42B Remove & replace standing/integral curb & gutter

35 cu yd per cu yd per cu yd

42C New flatwork (up to 4” thick) 27 cu yd per cu yd per cu yd

42D New flatwork (4” to 8” thick) 27 cu yd per cu yd per cu yd

42E New flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

42F Remove & replace flatwork (up to 4” thick)

27 cu yd per cu yd per cu yd

42G Remove & replace flatwork (4” to 8” thick)

27 cu yd per cu yd per cu yd

42H Remove & replace flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

42I Pour new concrete steps 27 cu yd per cu yd per cu yd

42J Remove concrete up to 6” thick 27 cu yd per cu yd

NIH Pavement Maintenance Work – Option Year 3 Traffic Markings CLIN Pricing Structure

CLIN 43 Pavement Marking Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

43A Paint 4” white or yellow traffic line 25,000 linear ft N/A per linear ft

43B Paint 6” white or yellow traffic line 12,500 linear ft N/A per linear ft

43C Paint standard handicap logo each N/A each

43D Paint 12” high block numbers each

N/A each

43E Paint standard traffic arrows each

N/A each

43F Paint white (8” X 6’) traffic markings

“STOP”, “YIELD”, “AHEAD”

each N/A each

43G Install crosswalk tape markings , strong yellow (7 - 8” X 8’) and white 7 – 12” X 8” tape markings each N/A each

43H Grind off up to 8” wide painted or taped traffic markings

1,000 linear ft N/A

NIH Pavement Maintenance Work – Option Year 3 Miscellaneous CLIN Pricing Structure

CLIN 44 Miscellaneous Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

44A Rebuild concrete catch basin covers (40 sq ft)

5 each each each

44B Adjust mahole cover elevations (18” maximum up or down)

8 each each each

44C Provide & install manhole adjust rings (2’ to 3’ diameter)

10 each each each

44D Construct new dry laid stone wall 250 face sq ft per face sq ft per face sq ft

44E Dismantle & rebuild existing stone walls

100 cu yds per face sq ft per face sq ft

44F Supply & spread clean fill or sandy loam topsoil

100 cu yds per cu yd per cu yd

44G Apply coal-tar sealer (without the price for petroleum based sealant used for Task Order)

5,000 sq yds per day minimum N/A

5,000 sq yds

Inspection of Paved Areas – Option Year 3 CLIN Pricing Structure

CLIN 35 Inspection of Paved Areas for Repair

CLIN Task Order for Joint NIH and NIHAC Pavement Inspection and Report Fixed Price

Annual Inspection and Report of Paved Areas for Repair at NIH and

Emergency Service Call – Option Year 3 CLIN Pricing Structure

CLIN 46 Emergency Service Call Pavement Maintenance

CLIN Joint NIH and NIHAC Emergency Pavement Maintenance Price per

46 Emergency services for pavement maintenance $_________

Petroleum Base Products for Task Orders – Option Year 3 CLIN Pricing Structure

CLIN 47 Petroleum Based Asphalt and/or Sealant Products Used for Task Orders

CLIN Petroleum Based Product

Units (Tons/Gallons) of Product Fixed Price per Unit of Product

Total Price of Products

47A Petroleum based asphalt product $_________

47B Petroleum based sealant product $_________

B.4.5 Option Year 4 CLIN Pricing Structure

Pavement Maintenance Work - Option Year 4 Asphalt CLIN Pricing Structure

CLIN 51 Asphalt Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

51A

Bituminous surface course (nominal 1 1/2” to 2” thick) (without the price for petroleum based asphalt product used for Task Order)

2,000 tons per ton per ton

51B

Bituminous base course (nominal 2” to 8” thick) (without the price for petroleum based asphalt product used for Task Order)

6,000 tons per ton per ton

51C 1” to 3” asphalt overlay (without the price for petroleum based asphalt product used for Task Order)

300 tons per ton per ton

51D Remove bituminous pavement (3” to 10” thick including stone base)

3,500 tons per ton per ton

51E Remove unsuitable subgrade material & replace with crusher run stone

1,000 cu yds per cu yd per cu yd

51F Cold plane/mill asphalt (1/2” to 2” thick) Less than 100 sq yd

85 cu yds per cu yd per cu yd

51G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd

85 cu yds per cu yd

Pavement Maintenance Work - Option Year 4 Concrete CLIN Pricing Structure

CLIN 52 Concrete Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

52A New standing/integral curb & gutter 27 cu yd per cu yd per cu yd

52B Remove & replace standing/integral curb & gutter

35 cu yd per cu yd per cu yd

52C New flatwork (up to 4” thick) 27 cu yd per cu yd per cu yd

52D New flatwork (4” to 8” thick) 27 cu yd per cu yd per cu yd

52E New flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

52F Remove & replace flatwork (up to 4” thick)

27 cu yd per cu yd per cu yd

52G Remove & replace flatwork (4” to 8” thick)

27 cu yd per cu yd per cu yd

52H Remove & replace flatwork (4” to 8” thick reinforced)

27 cu yd per cu yd per cu yd

52I Pour new concrete steps 27 cu yd per cu yd per cu yd

52J Remove concrete up to 6” thick 27 cu yd per cu yd

NIH Pavement Maintenance Work – Option Year 4 Traffic Markings CLIN Pricing Structure

CLIN 53 Pavement Marking Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

53A Paint 4” white or yellow traffic line 25,000 linear ft N/A per linear ft

53B Paint 6” white or yellow traffic line 12,500 linear ft N/A per linear ft

53C Paint standard handicap logo each N/A each

53D Paint 12” high block numbers each

N/A each

53E Paint standard traffic arrows each

N/A each

53F Paint white (8” X 6’) traffic markings

“STOP”, “YIELD”, “AHEAD”

each N/A each

53G Install crosswalk tape markings , strong yellow (7 - 8” X 8’) and white 7 – 12” X 8” tape markings each N/A each

53H Grind off up to 8” wide painted or taped traffic markings

1,000 linear ft N/A

NIH Pavement Maintenance Work – Option Year 4 Miscellaneous CLIN Pricing Structure

CLIN 54 Miscellaneous Pavement Repair and Improvement Work Rates

CLIN Type of Task Order Project Work

Estimated Yearly

Quantity

Weekday Work Price per Unit of

Work

Weekend Work Price per Unit of

Work

54A Rebuild concrete catch basin covers (40 sq ft)

5 each each each

54B Adjust mahole cover elevations (18” maximum up or down)

8 each each each

54C Provide & install manhole adjust rings (2’ to 3’ diameter)

10 each each each

54D Construct new dry laid stone wall 250 face sq ft per face sq ft per face sq ft

54E Dismantle & rebuild existing stone walls

100 cu yds per face sq ft per face sq ft

54F Supply & spread clean fill or sandy loam topsoil

100 cu yds per cu yd per cu yd

54G Apply coal-tar sealer (without the price for petroleum based sealant used for Task Order)

5,000 sq yds per day minimum N/A

5,000 sq yds

Inspection of Paved Areas – Option Year 4 CLIN Pricing Structure

CLIN 55 Inspection of Paved Areas for Repair

CLIN Task Order for Joint NIH and NIHAC Pavement Inspection and Report Fixed Price

Annual Inspection and Report of Paved Areas for Repair at NIH and

Emergency Service Call – Option Year 4 CLIN Pricing Structure

CLIN 56 Emergency Service Call Pavement Maintenance

CLIN Joint NIH and NIHAC Emergency Pavement Maintenance Price per

56 Emergency services for pavement maintenance $_________

Petroleum Base Products for Task Orders – Option Year 4 CLIN Pricing Structure

CLIN 57 Petroleum Based Asphalt and/or Sealant Products Used for Task Orders

CLIN Petroleum Based Product

Units (Tons/Gallons) of Product Fixed Price per Unit of Product

Total Price of Products

57A Petroleum based asphalt product $_________

57B Petroleum based sealant product $_________

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