PavingPricingStructure.pdf
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Section B Pricing Structure Changes to Clin 11F 11G 21F 21G 31F 31G 41F 41G 51F and 51G.
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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 sq yds per sq yd per sq yd
11G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd
500 sq yds per sq yd per sq 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 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 sq yds per sq yd per sq yd
21G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd
500 sq yds per sq 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 sq yds per sq yd per sq yd
31G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd
500 sq yds per sq 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 sq yds per sq yd per sq yd
41G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd
500 sq yds per sq 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 sq yds per sq yd per sq yd
51G Cold plane/mill asphalt (1/2” to 2” thick) More than 100 sq yd
500 sq yds per sq 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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