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Division 200 — Earthwork and Roadside Developement

213Fertilizing

MS · 2017 Standard Specifications✓ Full text on BuildSpecBook pages 146–149 Save this section

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SECTION 213 - FERTILIZING

213.01 Description. This work consists of furnishing, transporting, spreading, and

incorporating fertilizers of the types and in the amounts designated.

213.02 Materials. Fertilizers for purposes of these specifications shall be understood to

include standard manufactured products consisting of single or combination ingredients and agricultural limestone. All fertilizer shall comply with the State Fe rtilizer Laws and the requirements of these specifications. Fertilizers shall meet the requirements of Su bsection 715.02. All fertilizer shall be handled so as to ensure proper protection at all times. All fertilizer s, except agricultural limestone, shall be furnished in standard bags. When approved by the Engineer, bulk fertilizer may be used. The Contractor shall provide means suitable to the Engineer for applying bulk fertilizer. The Engineer shall weigh shipments at random for verification of bulk fertilizer quantities.

213.03 Construction Requirements . The Contractor shall furnish all equipment

necessary to properly handle, store, unifo rmly spread, and inco rporate the specified application of fertilizer. The type and rate of application of each fertilizer to be applied will be indicated on the plans or determined by soil tests. The amounts and types of fertilizers shall be applied uniformly on the areas to be planted or seeded and uniformly incorporated into the soil. Fertilizers shall be applied on individual ar eas of not more than three acres. The Engineer will determine the actual amounts of fe rtilizers to be applied on each area. For agricultural limestone, a tolerance of 15 percent will be permitted without correction. For all other types of fertilizer, a tolerance of 10 percent will be permitted without correction. Areas deficient in application by more than these tolerances shall be corrected by re- application in a manner approved by the Engineer. For areas on which fertilizer has been placed in excess of the tolerance permitted the amounts in excess of the tolerances will be deducted from the measured quantities. All fertilizer shall be incorporated within 24 hours following spreading unless otherwise directed. Incorporation of fertilizer into so ils other than topsoil shall include standard ground preparation in accordance with Subs ection 212.03. When topsoil is used, the fertilizer shall be incorporated into the top three inches. Unless otherwise specified, when fertilizer is to be applied to existing vegetation, incorporation shall be accomp lished immediately after th e application by mowing the vegetation to a height of approximately four inches.

213.04 Method of Measurement. Fertilizer of the type specified, applied as ordered in

accepted work, will be measured by the ton. Fertilizer not applied and incorporated in accordance with these specifications and fertili zer applied in unacceptable work will be deducted from measured quantities. The measured quantity of fertilizer failing to meet the guaranteed analysis, as set out in Subsection 715.02, will be adjusted in proportion to the guaranteed analysis and the actual analysis. Mowing required during fertilization of existing vegetation will be measured and paid for under pay item 223-A, Mowing.

213.05 Basis of Payment. Hard rock agricultural limestone will be paid for at the

contract unit price per ton. Hard rock agricultural limestone with a relative neutralizing value (RNV), determined in accordance with Subsection 715.02.2.1.3, of between 60.0% and 62.9% will be paid for at half (½) the contract unit price per ton. No payment will be made for hard rock agricultural limestone with an RNV less than 60.0%. Types of fertilizer, combination and manufact ured, specified to be placed prior to planting will be paid for at the contract unit price per ton. All fertilizers for additional applications based on soil tests will be paid fo r on the basis of the contract unit price per ton for super-phosphate (0-20-0) plus or minus the applicable amount from the following schedule. Prices paid shall be full compensation for furnishing fertilizer and completing the work. Superphosphate Type of Fertilizer Contract Unit Price 15-10-10 plus $25.00 per ton 6-8-8 minus $10.00 per ton 18-46-0 plus $130.00 per ton 12-24-12 plus $60.00 per ton 8-24-24 plus $60.00 per ton 0-20-20 plus $20.00 per ton Superphosphate Type of Fertilizer Contract Unit Price 13-13-13 plus $30.00 per ton Muriate of Potash (60%) plus $0.00 per ton Ammonium Nitrate plus $40.00 per ton Urea plus $70.00 per ton Ureaform (38-0-0) plus $225.00 per ton Ureaform (10-10-10) plus $90.00 per ton Payment will be made under: 213-A: Agricultural Limestone - per ton 213-B: Combination Fertilizer, Type - per ton 213-C: Superphosphate - per ton 213-D: Ammonium Nitrate - per ton SECTION 2l4 - SEEDING

214.01 Description. This work consists of furnishing the specified seeds and inoculants

for legume seed, treating the legume seeds, and planting the seeds in a prepared and approved seedbed; covering the seeds and compacting the seedbed; and providing plant establishment on all areas seeded. All the work shall be in accordan ce with the plans and these specifications.

214.02 Materials. Seeds shall meet the requirement s of Subsection 715.03, subject to

the provisions of this subsection. The Contractor shall acquire seed from supplier registered with the MDAC. Except for the germination test as refere nced in Subsection 715.03, bags of seeds properly labeled or tagged according to law and indicati ng characteristics meeting or exceeding the requirements of these specifications will be acceptable for planting. The Contractor shall provide adequate dry and otherwise protected and approved storage facilities for seeds, and shall furnish access to the storage for sampling and for the Engineer to inventory stored seed and inspect the suitability of the storage facilities. Seeds that have been sampled and tested by the MDAC shall be acceptable for planting provided (1) that prior to planting, the Contractor furnishes the Engineer two copies of test reports from the MDAC indicating that the seeds meet the germination requirements,

2.not more than nine months have elapsed, exclusive of the calendar month in which the test was completed, between the germination test data and the time of planting, and (3) the seeds were properly stored and handled. Seeds that have not been sampled and tested by the MDAC and test reports furnished prior to planting shall be sampled and tested for germination requirements by the Department. The Contractor may use pre-tested, or post-tested seeds under the conditions stated herein. For seeds to be pre-tested, approximately 35 days from the date of sampling will Section 214 Section 214 be required to obtain the test results. When pre-tested seeds are planted, a minus tolerance of five percent of the specified germination percentage will be allowed without adjustment. Seeds failing to comply by more than five percent may be planted, provided the rate of seeding is increased by 100 percent of the deficiency with the same or approved seeds, without additional compensation. The Engineer may permit the Contractor to plant post-tested seeds, provided the seeds are properly tagged and have indicated characte ristics meeting the requirements of these specifications without applying tolerances. If the seeds are planted, the Contractor shall assume full responsibility for the specified percent germination of the seeds upon subsequent tests. Acceptance or re-sowing will be based on the results of the subsequent tests. A minus tolerance of five percent of the specified germination percentage will be allowed without adjustment. If the tests indicat e a deficiency in excess of five percent;
1.the deficiency shall be corrected by immediately re-sowing an amount of seeds equal to 200 percent of the deficiency with the same or approved seeds without additional compensation, or (2) should it be determined, by inspection, that a sufficient number of seeds have germinated to produce satisfactory growth and coverage, the Engineer will deduct from measured quantities an amount of seeds equal to l00 percent of the deficiency. Otherwise, the area seeded w ill not be considered in reasonably close conformity with the requirements of these specifications.

214.03 Construction Requirements.

214.03.1 General. Prior to planting the seeds, topsoil when specified, ground

preparation, and fertilizing shall have been satisfactorily performed and the area approved by the Engineer. Seeding may be required for temporary protection or for establishment of permanent ground cover. The plans will indicate temporary seeding. The rates of application, kinds, and the planting dates of seeds shall be as set out in the vegetation schedule on the plans. The Engineer will determine the actual quantity of seeds to be applied on individual areas of not more than three acres. Legume seeds shall be treat ed in accordance with Subsec tion 715.03.4 immediately before sowing. Seeds shall be uniformly sown over the entire area with approved mechanical seeders. Seeds of different sizes may necessitate separate sowing. Should legume seeds become dry, they shall be re-inoculated. Seeding shall not be done during windy weather or when the ground is frozen, extremely wet, or in a condition that will not allow the soil to be properly tilled. All seeds shall be covered lightly with soil by raking, rolling, or other approved methods, and the area compacted with a cultipacker. When specified, mulching shall be performe d in accordance with th e requirements of Section 215 as soon as practicable but no later than 24 hours after seeding unless weather conditions are such that mulch cannot be placed.

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Source: Standard Specifications for Road and Bridge Construction, 2017 Edition. Pages 146–149 of 1,113. View official source ↗

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