01025.doc
DOC document 39 KB Posted
- Attached to
- Repair Airfield Pavements
- Solicitation number
- W912PQ-08-R-0016
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Measurement and Payment
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| 01400.doc | DOC document | |
| 02585.doc | DOC document | |
| 02520.doc | DOC document | |
| W912PQ-08-R-0016.doc | DOC document | |
| 02515.doc | DOC document | |
| WKVB082015 SOW.doc | DOC document | |
| bid sheet.XLS | XLS spreadsheet | |
| Airfield Pavement Plans.pdf | ||
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| 02521.doc | DOC document |
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Text version
SECTION 01025
MEASUREMENT AND PAYMENT
1.1
GENERAL
A.
Measurement for payment for items included in this specification shall be as defined below. Payment will be in accordance with the lump sum and unit prices indicated on the Bid Form.
All of the quantities that are either stated or implied on the Bid Form or on the Engineer’s drawings are estimated and are not firm or guaranteed. An add or deduct unit price for quantity deviations in excess of 15 percent, plus or minus, shall be provided on the Bid Form submitted. The final contract price shall be determined by actual quantities multiplied by the applicable lump sum and unit prices. The actual quantities shall be determined by the Engineer as defined in this Section. Any additional work not approved in writing by the Engineer or Contracting Officer shall be at the Contractor’s expense.
1.2
LUMP SUM ITEMS
A.
Temporary Erosion Control Measures: Not applicable to this Task Order A lump sum will be paid for the installation and removal of temporary erosion and sediment control measures ordered by the Engineers. The lump sum for this work includes the cost of furnishing all materials, labor and equipment to complete the work within the work areas. Monthly payments will be made for this work for the amount of work completed during the billing period.
1.3
UNIT PRICE ITEMS
A.
Joint Sealing:
The quantity to be paid for will be the number of linear feet of joints that are cleaned and re-sealed as approved and accepted by the Contracting Officer.
B.
Crack Routing and Sealing: Not applicable to this Task Order The quantity to be paid for will be the number of linear feet of cracks which are routed and sealed and accepted by the Contracting Officer. The measurement will be the straight-line dimension from the point of beginning to the point of ending of the repair.
C.
Concrete Repairs, Full Depth, Full Slabs:
The quantity of repairs to be paid for will be the number of full slabs replaced. The unit measurement will include sawcutting, the removal and disposal of existing concrete, subgrade preparation, drilling and dowel installation, placement of the new pavement materials, finishing and curing of new concrete.
D.
Concrete Repairs, 3’ x 3’ Full Depth corner repairs:
The quantity of repairs to be paid for will be the number of 3’x3’ (approx) corner repairs made. The unit measurement will include the sawcutting, removal and disposal of existing concrete, subgrade preparation, drilling and dowel installation, placement of the new pavement materials, finishing and curing of new concrete.
E.
Concrete Repairs, Full Depth ½ slab repairs: Not applicable to this Task Order The quantity of repairs to be paid for will be the number of full depth, ½ slab (approx) repairs made. The unit measurement will include the sawcutting, removal and disposal of existing concrete, subgrade preparation, drilling and dowel installation, placement of the new pavement materials, finishing and curing of new concrete.
F.
Concrete Repairs, 2’ wide full depth repairs in middle of slab:
The quantity of repairs to be paid for will be the number of 2’ wide(approx), full depth repairs in middle of slab made. The unit measurement will include the sawcutting, removal and disposal of existing concrete, subgrade preparation, drilling and dowel installation, placement of the new pavement materials, finishing and curing of new concrete.
G.
Concrete Repairs, Partial Depth: Not applicable to this Task Order The quantity of repairs to be paid for will be the number of square feet of concrete removed and replaced. The unit of measurement includes saw-cutting, chipping, disposal of debris, epoxying exposed faces, placement and finishing of concrete.
H.
Dowels, and Tie Bars:
Dowels and tie bars will not be measured for payment but shall be included in the cost of concrete for full depth repairs.
I.
Pavement Striping:
Pavement and striping will not be measured for payment. Any striping that will need to be replaced as a result of pavement repairs will be identified at the pre-bid walkthrough and included in the cost of the repairs.
END OF SECTION 01025
WKVB082015 Repair Airfield Pavements
01025-2
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