Attachment_2_Amendment_No_0005_0005.pdf
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- Attached to
- FKC Middle Reach Capacity Correction Project Phase Federal contract opportunity
- Solicitation number
- 140R2020R0009
About this file
This document provides measurement and payment terms for solicitation number 140R2020R0009 from the Department of the Interior Bureau of Reclamation for the FKC Middle Reach Capacity Correction Project Phase 1. Key details include measurement and payment for various contract line item numbers (CLINs) involving construction of a new canal including excavation and compacting embankments between station 5314+31.35 to 5848+71.99. Payment will be made on a cubic yard basis for excavation quantities and lump sums for items like traffic controls, dewatering, pre-wetting, and construction of various canal segments between specified stations. Ancillary items associated with canal excavation and embankments are also included in payment. Materials from identified borrow areas are provided at no cost with hauling included in payment.
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Text version
Solicitation No: 140R2020R0009 Specifications No. 20-C0907
STANTEC/184031016 MEASUREMENT AND PAYMENT
FKC MIDDLE REACH CAPACITY CORRECTION PROJECT PHASE 1 PAGE 01 29 00 - 3
This item includes compliance with Specification Section 01 30 00 – Environmental Mitigation and Compliance.
1. STA 5314+31.35 to STA 5661+44.08 (Avenue 136 to Avenue 88) (CLIN 7)
2. STA 5664+48.58 to STA 5848+71.99 (Avenue 88 to Avenue 64) (CLIN 8)
1.10 TRAFFIC CONTROLS (CLIN 9)
A. No measurement shall be made for this item.
B. Payment for traffic controls WORK will be made at the lump sum price named in the Price Schedule under CLIN 9, which price shall constitute full compensation for, and shall include, all items identified by Specification Section 01 55 00 – Site Access and Storage, and Section 01 14 00 – Construction Constraints and Sequencing. This item includes compliance with Specification Section 01 30 00 – Environmental Mitigation and Compliance.
1.11 DEWATER FOR CANAL CONSTRUCTION (CLIN 10)
A. No measurement shall be made for this item.
B. Payment for groundwater dewatering WORK for all structures and canal will be made at the lump sum price named in the Price Schedule under CLIN 10, which price shall constitute full compensation for, and shall include, furnishing and maintaining dewatering systems, temporary dikes for dewatering at creeks as needed, and all items identified by Specification Section 31 23 19 – Dewatering. This item includes compliance with Specification Section 01 30 00 – Environmental Mitigation and Compliance.
1.12 PRE-WETTING CANAL EXCAVATION (CLIN 11)
A. No measurement shall be made for this item.
B. Payment for applying water for pre-wetting canal excavation will be made at the lump sum price named in the Price Schedule under CLIN 11 for pre-wetting for new canal excavation, which price shall constitute full compensation for labor, materials and equipment to apply water by means of temporary sprinkler irrigation systems as identified by Specification Section 31 30 00 – Earthwork, paragraph 3.1.E.2. This item includes compliance with Specification Section 01 30 00 – Environmental Mitigation and Compliance.
1.13 CONSTRUCT NEW CANAL INCLUDING EXCAVATION AND COMPACTING
EMBANKMENTS (CLIN 12 THROUGH 20)
A. Measurement for payment for new canal excavation and compacting embankments WORK will be based upon the number of cubic yards of canal embankment volume based upon the neat line depicted on Drawing GC-8, all in accordance with the requirements of the Contract Documents.
B. Payment for construction of new canal excavation and compacting embankments will be made at the unit price named in the Price Schedule under the following CLINs, swolfert Text Box and GC-9 swolfert Polygon swolfert Line
Solicitation No: 140R2020R0009 Specifications No. 20-C0907
STANTEC/184031016 MEASUREMENT AND PAYMENT
FKC MIDDLE REACH CAPACITY CORRECTION PROJECT PHASE 1 PAGE 01 29 00 - 4
which price shall constitute full compensation for canal excavation, hauling material to required embankments, applying water to moisture condition materials placed in embankments if required, placing the material in the embankment, scarifying of refill at the top of canal lining, refilling the additional excavation between the bottom of the excavation required and the depth needed, excavating toe drainage ditch along the east bank, partial excavation of material on the existing canal banks down to original ground (while existing canal is in operation and prior to existing canal decommissioning) and re-compaction, final excavation of existing canal banks down to original ground (after existing canal decommissioning), and of all WORK necessary to maintain the excavations and embankments in good order during construction.
The material excavated from the TBID off-site borrow area will be provided at no cost, however, the CONTRACTOR shall be responsible for meeting the requirements depicted on Drawing GC-12 and in the specifications for use of the borrow area. The hauling cost for transporting material from this borrow area is included in this item.
The costs associated with use of the existing canal embankments as a borrow source shall include but not be limited to replacement of existing canal operation and maintenance roads, sawcut and removal of existing concrete lining and other reconstruction items depicted on Drawings GC-08, CD-1, and GC-15 and are included in this item. The hauling cost for transporting material from this borrow area is included in this item.
This item includes ancillary items associated with the canal excavation and embankments, including, but not limited to removal and replacement of existing irrigation pipelines, miscellaneous civil site and basin improvements, drainage culvert installations below the canal, as depicted in the Contract Drawings. This item includes compliance with Specification Section 01 30 00 – Environmental Mitigation and Compliance.
The cost for pre-wetting for canal excavation is not included in this item. The cost for over excavation/ground improvement is not included in this item.
1. STA. 5314+31.35 TO 5360+58.15 (Avenue 136 to Avenue 128) (CLIN 12)
2. STA. 5363+00.39 TO 5482+30.10 (Avenue 128 to Avenue 112) (CLIN 13)
3. STA. 5484+68.40 TO 5537+65.21 (Avenue 112 to Deer Creek Check Inlet Transition) (CLIN 14)
4. STA. 5541+62.43 TO 5588+90.00 (Deer Creek Check Outlet Transition to Terra Bella Avenue) (CLIN 15)
5. STA. 5591+37.30 TO 5599+37.98 (Terra Bella Avenue to Road 208)(CLIN 16)
6. STA. 5602+47.88 TO 5661+44.08 (Road 208 to Avenue 88) (CLIN 17)
7. STA. 5664+48.58 TO 5725+66.02 (Avenue 88 to Avenue 80) (CLIN 18)
8. STA. 5728+74.32 TO 5825+72.73 (Avenue 80 to Road 192) (CLIN 19)
9. STA. 5828+53.75 TO 5848+71.99 (Road 192 to Avenue 64) (CLIN 20)
Attachment 4 Amendment No 0004 swolfert Cross-Out swolfert Text Box 5829+53.75 swolfert Polygon swolfert Line swolfert Cross-Out swolfert Text Box at the top of canal lining swolfert Polygon swolfert Line swolfert Cross-Out swolfert Text Box swolfert Polygon swolfert Line
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