Advance construction bulletin, 1978 April

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CONSTRUCTION BULLETIN

United States Department of the Interior Bureau of Reclamation

Number 2

Engineering and Research Center

PO 13ox 25007 April 1978

Denver CO 80225

Requests for invitations, specifications, bid forms, or other information on the work described in the following announcements should be directed to the office issuing invitations. Requests should refer to the title and the num-ber of the announcement. Announcements are subject to revision. Asterisks indicate items set aside for Small Business (Section 15, Small Business Act of 1958, Public Law 85-536, 72 Stat. 395).

BID CALLS

·EXPECTED IN APRIL

PIPELINE

Pittman Lateral Reaches 1 and 2

(2-1)

SOUTI-IERN NEVADA WATER PROJECT - STAGE II, Nevada. Assistant Commissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

Location: Reach 1: North of the city of Henderson, Nevada, and extending westward to the future Hacienda Pumping Plant near the intersection of Annie Oakley Drive and Hacienda Avenue.

Reach 2: Beginning just west of the Hacienda Pumping Plant and passing just north of McCarran International Airport to Valley View Boulevard, then heading north to Oakey Street.

The work is divided into three schedules. Schedule 1, consisting of Reach 1, beginning at River Mountains Tunnel and ending just east of the future Hacienda Pumping Plant. Schedule 2, consisting of Reach 2, beginning just west of the future Hacienda Pumping Plant and ending at the intersection of Valley View Boulevard and Oakey Street. Reach 2 also includes about 2,000 feet of pipeline for the Fayle lateral. Schedule 3 involves the entire work for Reaches 1 and 2. Work: Constructing blowoffs, manholes and anchors. Furnishing and laying approximately

20 miles of pipeline ranging in size from 72 to 102 inches. The head on the pipe will vary from SO to 700 feet. Constructing three turnouts, five jacked or tunneled high-way crossings, and two jacked or tunneled railroad crossings.

Excavation for pipe trenches Excavation for structures Backfill in pipe trenches Backfill about structures

Compacting backfill in pipe trenches Compacting backfill about structures Rock backfill in pipe trenches Furnishing and installing valves Furnishing and installing

miscel-laneous metal Schedule 1 Schedule 2 439,000 yd 3 421,000 yd3 3,200 yd 3 10,000 yd 3 301,000 yd 3 305,000 yd3 2,600 yd 3 7,300 yd3 16,000 yd3 150,000 yd3 1,500 yd 3 3,800 yd3 45 yd3 21 valves 3,100 lb 23 valves 250 lb Schedule 3 860,000 yd 3 13,200 yd 3 606,000 yd 3 9,900 yd 3 166,000 yd 3 5,300 yd3 45 yd 3 44 valves 3,350 lb

(2)

Bureau of Reclamation

DIVERSION STRUCTIJRE Granite Creek Diversion

(2-2)

Advance Construction Bulletin~ril 1978

FRYINGPAN-ARKANSAS PROJECT, Colorado. Assistant Commissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

Location: In a remote area at an elevation of approximately 10,000 feet, about 31 miles east of Basalt, Colorado, in Pitkin County.

Work: Constructing 4,100 feet of 30- and 36-inch-diameter pipe (steel or ductile iron) designed for a maximum pressure of 275 pounds per square inch; a drop inlet diver-sion structure sized for a maximum

Q

of SO cubic feet per second; a terminal struc-ture which will include a butterfly valve, vertical sleeve valve, stilling well, and a Parshall flume; a blowoff with a baffled outlet; modifying a rock trap drain for Nast Tunnel and upgrading 4 miles of existing Forest Service trails, plus construc-tion of a footbridge across the Fryingpan River.

Concrete in structures 170 yd 3 Excavation for pipe trenches Concrete in pipe trench 80 yd3 _{Excavation for structures}

Riprap 140 yd3 _{Miscellaneous}_metal

Time allowed for completion: 520 days.

YAKIMA PROJECT, Washington.

2,900 yd3 . 550 yd3 2,000 lb

OUTLET WORKS REHABILITATION Cle Elum Dam

(2-3) Assistant Commissioner _{Research, E&R Center, Denver, to issue}- Engineering and invitations.

Location: On Cle Elum River, 8 miles northwest of Cle Elum, Washington, in Kittitas County.

Work: Rehabilitating the outlet works, including replacing two existing 132-inch emer-~~ gency butterfly valves and two existing 18-foot-diameter cylinder gates with four

Government-furnished S.0- by 6.5-foot outlet gates and related alterations to the gate shaft; installing bypass system involving two 12-inch bypass pipes with nec-essary controls, 60 feet of tunnel (14-foot-diameter) excavation and concrete lining; repairing 800 feet of concrete tunnel lining, and modifying the control house. Before rehabilitation begins, a temporary structural support system is to be installed in the intake structure transition and two 10.0- by 10.0-foot bulk-head gates are to be installed in the intake structure. The bulkbulk-head gates and structural support system are to be removed after rehabilitation is completed. Installation and removal of Concrete in gate shaft

structural support system and tunnel and two 10.0- by 10.0-ft Cement

bulkhead gates Lump sum Reinforcement

Tunnel excavation Lump sum Control house modification Concrete excavation 200 yd3 Installing four S.0- by

Removal of gates and 6.5-ft outlet gates

appurtenances Lump sum

TUNNEL AND PIPELINE _{CENTRAL UTAH PROJECT, Utah.}

1,000 yd3 4,000 cwt 75,000 lb

Lump sum Lump sum

Alpine Aqueduct, Section 1, Jordan Aqueduct System,

Bonneville Unit

Assistant Conunissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

(2-4)

Location: Near Orem City, Utah, about 8 miles north of Provo, Utah, in Utah County. Work: Constructing 1,800 feet of 7.5-foot-dia.meter, concrete-lined, horseshoe-shaped

tunnel. The tunnel will be excavated by the drill-and-blast method. Steel ribs will be required for support in certain reaches of the tunnel. Furnishing and laying about 4,000 feet of 36-, 60-, 72-, and 90-inch-diameter pipe ranging in heads from 25 through 200 feet; constructing intake portal structure; con-structing outlet portal structure.

(3)

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_{Bureau of Reclamation}

lUNNEL AND PIPELINE - Continued Portal excavation

'l\lnnel excavation Access road excavation Access road backfill Pipeline excavation Pipeline backfill

Pipeline compacted backfill Inlet and outlet portals:

Backfill

Compacted backfill Compacted embankment 'l\lnnel concrete lining 'l\lnnel structural-steel

supports

Time allowed for completion:

*ELECTRICAL TESTING CONTRACT Mt. Elbert Pumped-Storage Powerplant (2-5) 19,400 yd3 5,600 yd3 29,700 yd3 30,100 yd 3 24, 700 yd3 17,000 yd3 700 yd 3 15, 700 yd 3 1,300 yd3 4 ,300 yd 3 2,400 yd3 32,900 lb 365 days.

Advance Construction Bulletin, April 1978

'l\lnnel rock reinforcements 'l\lnnel steel liner

plates Structural concrete Structural reinforcement Cement 90-in-dia pipe 72-in-dia pipe 60-in-dia pipe 36-in-dia pipe 5- x 6-ft slide gates 60-in-dia butterfly valve 3,450 lin ft 11,600 lb 500 yd 3 96,000 lb 815 tons 3,050 lin ft 615 lin ft 70. lin ft 415 lin ft 3 2

FRYINGPAN-ARKANSAS PROJECT, Colorado. Assistant Commissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

Location: About 15 miles southwest of Leadville, Colorado, in Park County.

Work: Assembling on-hand isolated-phase bus, circuit breaker, reactor, and non-segregated-~~ phase bus; modifying existing gate control cabinets; furnishing and installing

duplex switchboard, relays and relay cabinets, grounding system, control cable; and testing of electrical equipment.

*ELEVATOR REHABILITATION Grand Coulee Dam

(2-6)

COLUMBIA BASIN PROJECT, Washington. Assistant Commissioner, Engineering and Research, E&R Center, Denver, to issue invitations.

Location: At Grand Coulee Dam, about 32 miles northeast of Coulee City, Washington. Work: Removing an existing work platform and furnishing and installing one freight

and passenger elevator (a special man hoist and work platform) complete with operating machinery and control equipment. The elevator shall be installed

in the control cable shaft in Block 10 and will be used for inspection and maintenance of the control cable in the shaft.

The elevator shall have a capacity of 1,500 pounds, a speed of SO feet per minute, and travel a vertical distance of about 178 feet.

Kl.AMATI{ STRAITS EAST AND WEST Klamath Project

(2-7)

Kl.AMATI{ PROJECT, Oregon-California.

Regional Director, Sacramento, California, to issue invitations.

Location: Approximately 15 miles south of Klamath Falls, Oregon, in Klamath County. Work: Constructing canal, laterals, drains, turnouts, inlets, siphons and wasteways ~~ and gravel operating roads.

(4)

*LINING REPAIR

Mt. Elbert Powerplant Fore bay

(2-8)

Advance Construction Bulletin,~ April 1~978

FRYINGPAN-ARKANSAS PROJECT, Colorado. Regional Director, Denver, to issue invitations.

Location: North shore of Twin Lakes, approximately 15 miles southwest of Leadville, Colorado, in Lake County.

Work: Recompacting approximately 100 acres of existing earth lining.

Time

allowed for completion: 90 days. *ADDITIONAL RIPRAP PROTECTION

Placement of Riprap, Soldier Creek Dam

(2-9)

CENTRAL UTAH PROJECT, Utah.

Regional Director, Salt Lake City, to issue invitations.

Location: About 39 miles southeast of Heber, Utah, in Wasatch County.

Work: Furnishing and placing about 64,000 tons of riprap on the upstream face of Soldier Creek Dam and stockpiling 17,500 tons of riprap at the quarry. Time allowed for completion: 210 days.

*SECURITY FENCING

Reach 10, Granite Reef Aqueduct (2-10)

CENTRAL ARIZONA PROJECT, Arizona.

Regional Director, Boulder City, Nevada, to issue invitations.

Location: Approximately 28 miles northwest of Phoenix, Arizona, and ending at Cave Creek Road about 17.5 miles north of Phoenix, in Maricopa County.

Work: Furnishing and installing 7-foot-high security fencing, including gates,

~~ consisting of 6 feet of chain-link fabric, three strands of barbed wire mounted vertically, and steel posts at 10-foot centers. Furnishing and installing dry watercourse crossings at existing surface washes crossed by the fencing alinement. Time allowed for completion: 210 days.

*GRAVEL AND RIPRAP STOCKPILES River Miles 98.9 and 100.3, Cibola Division

(2-11)

COLORADO RIVER FRONT WORK AND LEVEE SYSTEM, Arizona and California. Regional Director, Boulder City, Nevada, to issue invitations.

Location: In the NEl/4 of sec. 2, T. 1 S., R. 24 W., and the SEl/4 of sec. 26, T. 1 N., R. 24 W., G&SRM, Yuma County, Arizona.

Work: Developing the designated sources for producing riprap and gravel; loading, haul-~ - ing, and placing riprap and gravel in stockpiles as follows: 30,000-ton

stock-pile of riprap at River Mile 98.9; a 30,000-ton stockstock-pile of riprap and a 10,000-ton stockpile of gravel at River Mile 100.3. Gravel surfacing of stockpile sites will require 14,000 tons of mater.ial.

*TRANSMISSION LINE POLE TREATMENT Wood-pole Treatment

Collbran Project, Colorado (2-12)

COLORADO RIVER STORAGE PROJECT, Colorado. Regional Director, Salt Lake City, Utah, to issue invitations.

Location: Northeastern Utah and northwestern and west-central Colorado.

Work: Labor and materials for aboveground - inspection, treatment and preparing reports

~~ of wood-pole structures for about 340 miles of transmission line.

(5)

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_{Bureau of Reclamation}

*KLAMAffl S'rnAITS DRAIN ENLARGEMENT

Phase III, Klamath Project

(2-13)

KLAMAffl PROJECT, Oregon-California.

Regional Director, Sacramento, California,

to issue invitations.

Location: Approximately 10 miles south of Klamath Falls, Oregon, in Klamath County.

Work: Enlarging outlet to Klamath Straits Drain, two culverts, and drain inlet, and ~ - relocating the ADY Canal Intake Channel.

*BURIED POWERLINE

22 kilovolts, Sugar Pine Dam (2-14)

CENTRAL VALLEY PROJECT, California. Regional Director, Sacramento, to issue invitations.

Location: About 5 miles north of Foresthill, California, and extending in a northerly

direction to proposed Sugar Pine Dam in Placer County, California.

Work: Furnishing material and erecting a terminal pole, plowing in three No. 2 AWG ~~ aluminum conductors with concentric neutrals and insulations rated at 22 kilovolts

and other miscellaneous work. Time allowed for completion: 150 days.

*DRAINS Block 14

(2-15)

COLUMBIA BASIN PROJECT, Washington. Project Manager, Ephrata, to issue invitations.

Location: About 4 miles west of Mesa, Washington, in Franklin County.

Work: Earthwork for and constructing about 8 miles of buried pipe drains laid in a ~~ graded gravel envelope at an average depth of about 8 feet; constructing

man-holes and other associated structures. Time allowed for completion: 90 days.

*PIPELINES

Brine Pipelines 16A, 16A-0.2R,

and 16A-l.1R,

Paradox Valley Unit (2-16)

COLORADO RIVER SALINITY CONTROL PROJECT, Colorado. Regional Director, Salt Lake City, Utah, to issue invitations.

Location: About 2 miles northeast of Bedrock, Colorado, in Montrose County.

Work: Furnishing and laying 2-1/2- through 12-inch-diameter PVC pipe with fittings and ~ - structures for about 3 miles of pipeline.

*'rnAVELING 'rnASH CONVEYORS

Red Bluff Diversion Dam

(2-17)

CEN'rnAL VALLEY PROJECT, California.

Regional Director, Sacramento, to issue invitations.

Location: At Red Bluff Diversion Dam near the city of Red Bluff, California, in Tehama County.

Work: Tile fabricating and installing two vertical traveling trash conveyors, furnishing ~~ and installing fish diverter, equipment for electrical work, and modifying

ver-tical and horizontal diffuser entrance to fishways.

(6)

Bureau of Reclamation *RIPRAP STOCKPILE AND BANK STABILIZATION

Palo Verde Division (2-18)

Advance Construction Bulletin~ril 1978 COLORADO RIVER FRONT WORK AND LEVEE SYSTEM, California. Regional Director, Boulder City, Nevada, to issue invitations.

Location: Approximately one-fourth mile downstream from the Palo Verde Diversion Dam on the California side of the Colorado River.

Work: Stockpiling of 23,000 tons of riprap and placing 12,000 tons of riprap for bankline stabilization.

Time allowed for completion: 120 days. *BUILDING

Tabiona Field Station, Bonneville Unit

(2-19)

Location: About 45 miles northwest of Duchesne, Utah, in Duchesne County.

Work: Constructing an office/laboratory and six-stall garage, and related earthwork - - and utilities.

Time allowed for completion: 180 days. *WALKWAY UNDERPASS

Buffalo Bill Dam

(2-20)

SI-DSHONE PROJECT, Wyoming.

Regional Director, Billings, Montana, to issue invitations.

Location: About 6 miles west of Cody, Wyoming, in Park County.

Work: Installing 258 feet of buried precast reinforced concrete underpass sections between the parking area on U.S. Highway No. 14-16-20 and the top of Buffalo Bill Dam. Scaling and rock bolting an existing walkway tunnel and providing road above underpass.

Time allowed for completion: 45 days. *EARTHWORK AND SURFACING

Huron Service Center,

Area No. 2

(2-21)

WESTERN AREA POWER ADMINISTRATION, PICK-SLOAN MISSOURI BASIN PROGRAM, South Dakota. Project Manager, Huron, to issue invitations.

Location: Huron, South Dakota, in Beadle County.

Work: Constructing earthwork surface drains; asphalt surfacing about 11,000-square-yard area. Installing chain link fence to enclose the area.

*ROADS

(2-22) PALMETTO BEND PROJECT, Texas. Regional Director, Amarillo, to negotiate under section 8(a) of the Small Business Act.

Location: Near Edna, Texas, in Jackson County. Work: Constructing operation and maintenance roads.

Time

allowed for completion: 180 days.

(7)

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Bureau of Reclamation *DRAINS Blocks 86 and 87 (2-23)

Advance Construction Bulletin_,____Ap_ril 1978

Location: The work is located in the following areas: 13 miles west and 1 mile south of Royal City; 9 miles west of Royal City; and 4 miles west of Royal City, Wash-ington, in Grant County.

Work: Earthwork for and constructing about 3.8 miles of buried pipe drains laid in a ~ - graded gravel envelope at an average depth of about 8 feet; constructing manholes

and other associated structures. Time allowed for completion: 150 days.

*BRIDGE

Rocky Fork Access Bridge below Ruedi Dam

(2-24)

FRYINGPAN-ARKANSAS PROJECT, Colorado. Regional Director, Denver, to issue invitations.

Location: Twelve miles east of Basalt, Colorado, in Pitkin County.

Work: Constructing a single-lane, 70-foot simple span access bridge. Constructing foundations and abutments, placing three precast prestressed concrete box girders, including curb and guardrail, and earthwork at the bridge approaches.

*FANS AND DUCTWORK (2-25)

Location: Near Grand Coulee, Washington, Work: Furnishing and installing fans and ~~ and carpenter shop.

*DRILLING FOUR EXPLORATORY WELLS Lower Virgin Unit

(2-26)

COLUMBIA BASIN PROJECT, Washington. Regional Engineer, Boise, Idaho, to issue invitations.

in Grant County.

ductwork for dust-collection system in machine

COLORADO RIVER WATER QUALITY IMPROVEMENT PROGRAM, POINT SOURCE DIVISION, Nevada. Regional Director, Boulder City, to issue invitations.

Location: Along the axis of the Lower Virgin River Barrier site approximately 85 miles northeast of Las Vegas, 2-1/2 miles northwest of Mesquite, Nevada, in Clark County.

Work: Furnishing all material and equipment and drilling by rotary method four wells ~ - to depths of approximately 200 feet. In one of the wells the contractor will

ream to 14-inch diameter, furnishing and installing blank and slotted casing, furnishing and installing gravel-pack, and pump testing the well. Remaining three wells to be equipped with a 2-inch-diameter well point and 2-inch-diameter galvanized pipe casing and backfilled with gravel to surface for observation wells.

(8)

*DRILLING WELL Hunter's Hole

(2-27)

fdvance Construction Bulletin~ril 1978

COLORADO RIVER BASIN SALINITY CONTROL PROJECT, TITLE I DIVISION, FISH AND WILDLIFE MITIGATION, Arizona. Regional Director, Boulder City, Nevada, to issue invitations.

Location: Near the east bank of Hunter's Hole approximately 2-1/2 miles northwest of San Luis, Arizona, in Yuma County.

Work: Furnishing all materials and equipment and drilling a water-supply well to a depth

~~ of approximately 222 feet. Furnishing and setting casing, cleaning, testing, sterilizing, and capping.

*FANS AND DUCTWORK

Columbia Basin Civilian Conservation Center

(2-28)

COLUMBIA BASIN PROJECT•, Washington. Project Manager, Ephrata, to issue invitations.

Location: Columbia Basin Civilian Conservation Center, Moses Lake, Washington, in Grant County.

Work: Furnishing and installing fans and ductwork for venting the kitchen grills

~~ and equipment.

Time allowed for completion: l~O days.

*BI1UMINOUS SEAL COATING (PAVING) Blue Mesa Dam,

Morrow Point Dam (2-29)

COLORADO RIVER STORAGE PROJECT, Colorado. Regional Director, Salt Lake City, Utah,

Location: About 25 miles east of Montrose, Colorado, in Montrose County. Work: Repairing and bituminous-seal coating for roads and parking areas.

Time

*MODIFICATION OF RESTROCJ.IS Project Office Building

(2-30)

COUJMBIA BASIN PROJECT, Washington. Project Manager, Ephrata, to issue invitations.

Location: Project Office Building, Ephrata, Washington, in Grant County.

Work: Rehabilitating existing restroom facilities to meet standards set to accommodate

~~ handicapped persons; repl~cing stalls and sinks; removing an existing wall and adding plastic-coated wall panels.

*ROOFING

Green Mountain Powerplant (2-31)

COLORADO-BIG 11-la.{PSON PROJECT, Colorado. Regional Director, Denver, to issue invitations.

Location: Seventeen miles south of Krenunling, Colorado, in Summit County.

Work: Replacing approximately 6,500 square feet of built-up roofing, including 2 inches ~~ of insulation on concrete roof deck.

(9)

Bureau of Reclamation *BUILDING ROOF REPAIR

Columbia Basin Civilian Conservation Center

(2-32)

Advance Construction Bulletin~ril 1978 COUJMBIA BASIN PROJECT, Washington.

Project Manager, Ephrata, to issue invitations.

Location : Columbia Basin Civilian Conservation Center, Moses Lake, Washington, in Grant County.

Work: Replacing approximately 14,000 square feet of built-up roofing, including 2 inches

~~ of insulation on concrete roof deck. Time allowed for completion: 30 days. *GRAVEL SURFACING

Bismarck O&M Service Center (2-33)

WESTERN AREA POWER ADMINISTRATION, North Dakota. Project Manager, Bismarck, to issue invitations.

Location: About 1 mile east of Bismarck, North Dakota.

Work: Surfacing approximately 4,400 square yards of service center area with 4-inch-thick

~~ gravel material.

*PAINTING AND SANDBLASTING (2-34)

HUNGRY HORSE PROJECT, Montana.

Regional Engineer, Boise, Idaho, to issue invitations.

Location: Near Columbia Falls, Montana, in Flathead County.

Work: Sandblasting and painting 1200 square meters of steel structure.

Time

PUMPING PLANT Havasu

(2-35)

BID CALLS EXPECTED IN MAY

Assistant Commissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

Location: About 20 miles northeast of the city of Parker, Arizona, in Yuma County, and within the Havasu National Wildlife Refuge.

Work: Constructing Havasu Pumping Plant, intake channel, discharge lines, and bridge to carry Arizona Highway No. 95 over the intake channel; constructing a flood

pro-tective drain to divert storm runoff around the plantsite, and a temporary detour to route the highway around the bridge site.

The pumping plant will be of reinforced concrete, about 310 feet long and 137 feet wide. The indoor-type structure will house six units, each pumping 500 cubic feet per second against a head of 850 feet. The intake channel will be of reinforced concrete with a SO-foot bottom width and a transition with counterforted walls con-necting to the pumping plant. The six units will manifold into two 12-foot-diameter steel discharge pipes extending approximately 2,550 feet uphill to Buck-skin Mountain Tunnel. These pipes will be buried along their length and encased in a concrete anchor at the pumping plant. A reinforced concrete anchor and transition, about 45 feet long and 47 feet wide, will make a direct connection from the steel discharge pipes to the inlet structure of the tunnel using special threaded reinforcement bars, couplers and jam nuts. The flood protective drain will be a reinforced concrete baffled apron drop and a concrete flume paralleling the intake channel to Lake Havasu. The bridge will have a steel, rigid frame, 335 feet long by 41 feet wide with concrete deck and abutments.

(10)

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Bureau of Reclamation _{Advance Construction Bulletin~ril 1978}

PUMPING PLANT - Continued Excavation, all classes Compacting roadway

embank-ments

Structural concrete Reinforcement Cement

Compacted select material Aggregate base course Asphaltic concrete

surfacing

Time allowed for completion:

390,000 yd3 60,000 yd 3 75,000 yd 3 8,250,000 lb 20,000 ton 5,200 ton 3,700 ton 900 ton 945 days. Structural steel Miscellaneous metalwork Steel discharge pipes

and manifolds Steel suction tube

liners

Suction tube gates and frames Trashracks 1,272,000 lb 93,000 lb 7,835,000 lb 380,000 lb 101,000 lb 54,000 lb FOUNDATION Calamus Dam (2-36)

PICK-SLOAN MISSOURI BASIN PROGRAM, NORTil LOUP, Nebraska. Assistant Commissioner -Engineering and Research, E&R Center, Denver, to issue invitations.

Location: Approximately Smiles northwest of Burwell, Nebraska, in Loup and Garfield Counties.

Work: Constructing Calamus Dam foundation trenches and foundation for the

~~ and spillway. There will be two trenches approximately parallel to with a combined length of about 11,000 feet, 40-foot maximum depth, width, and 1-1/2:1 side slopes. Roadwork will consist of earthwork surfacing for approximately 1.4 miles of county road detour.

Care and diversion of river Lump sum Excavation for roadway

Excavation of foundation 1,000,000 yd 3 Gravel surfacing

Excavation, transportation and placement of

earth-fill materials 1,250,000 yd3

outlet works each other 40-foot bottom and gravel 35,000 yd3 3,000 yd3 PUMPING PLANTS

Westlands Water District,

Contract 16; Pumping Plants llR, 12R, 14RA, 14RB, 14RC, l6RA, 16RB, 16RC, 18R, and 20R

CENTRAL VALLEY PROJECT, California. Assistant Commissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

(2-37)

Location: Near Huron, California, in Fresno County.

Work: Constructing six canal-side pumping plants, two switchyards, four relift pumping plants, three surface intermediate regulating reservoirs, and one intermediate steel regulating tank. The pumping plants will contain a total of SO pumping units.

Excavation for reservoirs 10,000 yd 3 Concrete in structures 4,500 yd3

Excavation for structures 44,000 yd3 Furnishing and placing

Backfill about structures 40,000 yd3 _{reinforcing bars} ₄₇₀_,_{000 lb}

Compacting backfill about Furnishing and erecting

structures 39,000 yd3 switchyards steel

Compacting embankment 21,000 yd3 structures 42,000 lb

Placing and compacting

earth 1 ining S, 000 yd 3

(11)

Bureau of Reclamation Advance Construction Bulletin~ril 1978

BARRIER

Las Vegas Wash (2-38)

COLORADO RIVER BASIN SALINITY CONTROL PROJECT, Nevada. Assistant Commissioner - Engineering

and Research, E&R Center, Denver, to issue invitations.

Location: Approximately 12 miles southeast of Las Vegas, Nevada, in Clark County,

3-1/2 miles west of Lake Mead.

Work: Constructing Las Vegas Wash Barrier: The barrier will be of zoned earthfill

con-~ - struction, approximately 1,300 feet in length and 20 feet in maximum height above the bed of Las Vegas Wash. The barrier, to be constructed mainly underground, will have a maximum depth of approximately 70 feet below the original ground surface.

A 200-foot-wide floodway will be constructed across the barrier.

Constructing erosion control structures ~tream from the barrier and across the

wash: The structures will consist of driven H-piles supporting reinforced concrete walls which are backfilled with riprap to conform to the shape of the barrier

floodway.

Constructing collection facility: The collection facility will consist of a

rein-forced concrete structure, cast in place on the barrier embankment. The structure will consist of a trashracked collection box with an attached control structure.

A 4-foot inside-diameter by approximately 85-foot-long sluice conduit will be con-structed through the barrier from the collection facility to the downstream face of the barrier. A 3-foot inside-diameter by approximately 800-foot-long conduit

will be constructed from the collection facility to the pumping plant. There will

be a 3- by 3-foot slide gate and a 4- by 4-foot slide gate installed in the

col-lection facility.

A reinforced concrete pad will be constructed along the barrier a distance of approximately 400 feet across the floodway.

Constructing intake pumping plant and fenced service yard: The pumping plant will consist of (1) a reinforced concrete underground reservoir 68 feet long by 45 feet

wide by 21 feet deep located approximately 26 feet below the service yard level,

(2) reinforced concrete access and utility shafts, (3) five vertical wells (one

for each pumping unit) constructed of precast concrete pipe from the reservoir roof to the pumping plant deck slab located at the service yard level, (4) rein-forced concrete pumping plant deck slab 38 by 50 feet, (5) an open-top pumping plant enclosure approximately 10 feet high of reinforced concrete column, beams, and concrete masonry units, (6) furnishing and installing three vertical turbine pumping units, electrical control equipment, discharge valves, steel manifolding,

and steel air chamber.

Road,,Jork: Roadwork will consist of constructing base and bituminous surfacing

for approximately 1.3 miles of existing access road, and of earthwork and gravel

surfacing for approximately 0.1 mile of new connecting road to the barrier.

Aggregate base 6, 600 tons Cement 600 tons

Plant-mix bituminous Pozzolan 150 tons

surfacing 2, 100 tons Reinforcement 34 0, 000 1 b

Excavation 280,000 yd 3 Furnishing and

driv-Embankment 190,000 yd 3 ing HD8X36 piles 13,000 lin ft

Riprap 11, 000 yd 3 Split face concrete

Gravel bedding 5, 500 yd 3 masonry unit wal 1 s 1 , 100 ft 2

Concrete in structures 2,600 yd3

(12)

*OPEN DRAINS

Block 2, Collector Drain System

(2-39)

Advance Construction BulletinLApril 1J}8

NAVAJO INDIAN IRRIGATION PROJECT, New Mexico. Assistant Commissioner - Engineering and

Research, EGR Center, Denver, to issue invitations.

Location: About 5 miles southwest of Farmington, New Mexico, in San Juan County. Work: Excavating and constructing approximately 40 miles of open drains and subdrains.

Drain base widths vary from 4 to 8 feet and bank heights vary from 2 to 10 feet. Furnishing and installing rock gabion inclined drops along the drains and sub-drains prism. Furnishing and installing CMP drain inlets. Seeding of the entire drains and subdrains prism and berms.

PUMPS, MOTORS, AND VALVES Pumping Plant No. 1

(2-40)

SOUTHERN NEVADA WATER PROJECT, Nevada.

NOTE: This job also listed in Advance Equipment Bulletin. Location: Within 25 mile radius of Las Vegas, Nevada, in Clark County.

Work: Installing one Government-furnished vertical turbine electric-motor-driven

pump-~~ ing unit with capacity of 31.2 cubic feet per second at 223-foot head. Furnishing and installing nine vertical turbine electric-motor-driven pumping units, each with a capacity of 31.2 cubic feet per second at 223-foot head; nine hydraulic cylinder-operated cone valves; one hydraulic valve-operating system; and miscel-laneous piping, fittings, and valves.

Time allowed for completion: About 1,050 days.

PUMPS, MOTORS, AND VALVES

lA, 18, 28, 7B, Hacienda, Twin Lakes, and 4 and 5 Pumping Plants

(2-41)

SOUTHERN NEVADA WATER PROJECT, Nevada.

NOTE: Thia job also listed in Advance Equipment Bulletin. Location: Within 25 mile radius of Las Vegas, Nevada, in Clark County.

Work: Furnishing and installing 39 horizontal centrifugal, electric-motor-driven pumping

~~ units with capacities of 3.5 to 51 cubic feet per second and heads of 102 to 455 feet; 46 hydraulic cylinder-operated cone valves; 6 hydraulic valve-operating systems; and miscellaneous piping, fittings, and valves.

Time allowed for completion: About 1,100 days.

*WATERTOWN LAWN IRRIGATION SYSTEM

(2-42) _{MISSOURI BASIN PROGRAM, South Dakota.}WESTERN AREA POWER ADMINISTRATION, PICK-SLOAN Assistant Conunissioner - Engineering and Research, E&R Center, Denver, to issue invitations.

Location: At Watertown Substation, about 3 miles east of Watertown, South Dakota, in Codington County.

Work: Procuring and installing materials to extend the present irrigation lawn

~~ sprinkler system and landscaping of yard. Time allowed for completion: 40 days.

(13)

*FOUNDATION GROUTING (2-43)

Advance Construction Bulletin, A_p_ril 1978

SAN ANGELO PROJECT, Texas.

Regional Director, Amarillo, to issue

invitations.

Location: Near San Angelo, Texas, in Tom Green County.

Work: Grouting foundation of Twin Buttes Dam.

Time

*PUMPS, MOTORS, AND TRANSFORMERS

Wells No. 242-15 through 242-22,

Two-Forty-Two Well Field (2-44)

COLORADO RIVER BASIN SALINITY CONTROL PROJECT, TITLE I DIVISION, PROTECTIVE AND REGULATORY PUMPING UNIT, Arizona.

Regional Director, Boulder City, Nevada,

Location: Extending from approximately 7-1/2 to 12 miles easterly of San Luis, Arizona,

in a line approximately 1 mile north of the International Boundary in Yuma

County.

Work: Furnishing and installing eight complete pumping units with electric motors,

~~ transformers, prelubrication systems, and motor control units; furnishing,

fabricating, and installing discharge pipeline assemblies, including sleeve-type

couplings, elbows, tapered sections, and pipe support yokes; furnishing and placing

reinforced concrete pump base, transformer base, and floor for control house;

fur-nishing and erecting concrete masonry unit control houses.

POWER DISTRIBUTION AND CONTROLS

Water Diversion Structures

(2-45)

FRYINGPAN-ARKANSAS PROJECT, Colorado.

Regional Director, Denver, to issue

invitations.

Location: Hunter Tunnel, South Fork, Chapman, and Mormon-Carter Diversion Facilities,

in central Colorado.

Work: Furnishing and installing at both the Mormon and Carter operations building,

(1) a 15-kilowatt, 480-volt, engine-generator set with a 3,000-gallon LP fuel tank;

(2) 5-kilovolt power distribution system consisting of switchgear equipment; step-up

transformer rated 15 kilowatts, 1000/208 volts, 3 phase.

(3) Furnishing and installing approximately 12 circuit miles of 3-phase,

single-conductor, 5-kilovolt, 3/0 copper cable, in raceways in the crown of existing

tunnels and direct bury 3 miles of three-conductor, 5-kilovolt, 3/0 copper

conductor.

(4) At 12 diversion structures, furnishing and installing a 120/208-volt power

distribution system rated 100 amperes.

(5) Furnishing and installing approximately 30 water-level measuring devices, and

11 motorized gate operators to be installed in existing gate controllers.

(6) Included in the work will be 310 cubic yards of excavation, 255 cubic yards

of backfill and compacting about structures, and 30 cubic yards of concrete, for

construction of electrical equipment vaults.

*WATER-SUPPLY

&

SEWER FACILITIES

Currant Creek Water and Sewer

Facilities, Bonneville Unit (2-46)

Regional Director, Salt Lake City,

Location: About 20 miles southeast of Heber, Utah, in Wasatch County.

Work: Furnishing and installing water system, septic tanks and drainage fields,

~~ sewage pump, construction of buildings, concrete retaining wall, curbs, and

related work.

(14)

t'

*EARTiiWORK, STRUCTIJRES AND LINING Pilot and Lost Wells Laterals

(2-47)

Advance _C<>_nstruction Bulletin, A.P_ril 1978

PICK-SLOAN MISSOURI BASIN PROGRAM, Wyoming. Project Manager, Riverton, to issue

invitations. Location: Northwest of Riverton, Wyoming, in Fremont County.

Work: Constructing approximately 1 mile of pipelines, ranging in size from 12- through

~ - 24-inch diameter. Preparing subgrade and concrete lining approximately 4 miles

of lateral with 1-foot bottom and constructing miscellaneous structures. Time allowed for completion: Before April 15, 1979.

*DRAINS

South 8-Mile Area

(2-48)

invitations. Location: Northwest of Riverton, Wyoming, in Fremont County.

Work: Constructing about 9 miles of buried pipe drain, including manholes and pipe

~~ outlets.

*MAINTENANCE SHOP AND EQUIPMENT STORAGE BUILDING

McClusky Canal

(2-49)

PICK-SLOAN MISSOURI BASIN PROGRAM, North Dakota. Project Manager, Bismarck, to issue invitations.

Location: About 3 miles west of McClusky, North Dakota, in Sheridan County.

Work: Constructing a prefabricated metal building, 70 feet wide by 156 or 204 feet long, depending on bid prices. The building will be completely insulated. A shop and office area will be provided. The work also includes heating, lighting, and plumb-ing facilities.

*BUILDING

Dolores Field Station (2-50)

DOLORES PROJECT, Colorado.

Regional Director, Salt Lake City, Utah, to issue invitations.

Location: In the vicinity of Cortez, Colorado, in Montezuma County.

Work: Constructing an office/laboratory and six-stall garage and related excavation and

- - - utilities.

*DRILLING TEST WELL

Reach 1, Salt-Gila Aqueduct (2-51)

Regional Director, Boulder City, Nevada, to issue invitations.

Location: Near the intersection of Baseline Road and Meridian Drive, approximately 14-1/2 miles west of downtown Mesa, Arizona, in Maricopa County.

Work: Drilling a large-diameter, gravel-packed test well for subsidence testing,

~~ 1,300 feet deep, with a maximum pumped flow rate of 3,000 gallons per minute,

and a 15-day pump performance test as part of the work. Time allowed for completion: 120 days.

(15)

...

*DRILLING WATER WELLS

Upper Stillwater Field Station and Soldier Creek O&M Water Wells, Bonneville Unit

(2-52)

Work: Drilling casing, developing, and testing two water wells for the Upper Stillwater Field Station and Soldier Creek O&M Station near Soldier Creek Reservoir.

*BUI WING

Springville Field Station, Bonneville Unit

(2-53)

Location: Near Provo, Utah, in Utah County.

Work: Constructing an office/laboratory and garage, related earthwork, and utility connections.

*MODIFYING HEATING SYSTEM Columbia Basin Civilian Conservation Center

(2-54)

Location: Columbia Basin Civilian Conservation Center, Moses Lake, Washington, in

Grant County.

Work: Modifying heating system in garage building, approximately 14,000 square feet in area.

*SPILLWAY REPAIRS (2-55)

Regional Engineer, Boise, Idaho, to issue invitations.

Location: Tieton Darn, Washington, in Yakima County.

Work: Repairing concrete on spillway gate structure.

Tiiiie

*BITIJMINOUS SURFACING

Jamestown Substation

{2-56)

WESTERN AREA POWER ADMINISTRATION, North

Dakota. Project Manager, Bismarck, to issue invitations.

Location: About one-half mile south of Jamestown, North Dakota, in Stutsman County. Work: Surfacing approximately 3,000 square yards of substation area with 4-inch-thick

hot plant-mixed bituminous paving over an 8-inch-thick untreated base. Time allowed for completion: 100 days.

*PAINTING

Fontenelle Powerplant (2-57)

COLORADO RIVER STORAGE PROJECT, Wyoming. Regional Director, Salt Lake City, Utah, to issue invitations.

Location: About 35 miles northeast of Kemmerer, Wyoming, in Lincoln County.

Work: Cleaning and painting the surge tank in Fontenelle Powerplant.

(16)

*PAVING PARKING LOT

Project Office (2-58)

Advance Construction Bulletin, April 1978

COLUMBIA BASIN PROJECT, Washington.

Project Manager, Ephrata, to issue

invitations.

Location: Project Office parking lot, Ephrata, Washington, in Grant County.

Work: Removing and replacing existing 2-inch layer of asphalt; preparing subhase; furnish-~~ ing and placing asphaltic concrete curbs; and painting parking stripes, directional

arrows and lettering.

BID CALLS EXPECTED IN JUNE

PUMPING PLANTS

18, 28, and Hacienda;

Air Chamber, Forebay and

Access Bridge - Contract 8

(2-59)

SOUTHERN NEVADA WATER PROJECT - STAGE II,

Nevada. Assistant Commissioner - Engineering

and Research, E&R Center, Denver, to issue invitations.

Location: Pumping Plants No. 18 and 28 are six miles north of Boulder City, Nevada, and Hacienda Pumping Plant is within the city of Las Vegas, Nevada.

Work: Constructing Southern Nevada Pumping Plants No. 18 and 28, each a

305-cubic-feet-~ per-second, 7-unit plant consisting of a 53-foot-wide by 174-feet-long by

12-foot-deep reinforced concrete substructure, a 27-foot-high superstructure of precast

con-crete wall panels and columns, and precast, prestressed concrete roof beams.

Con-structing Hacienda Pumping Plant, a 262.5-cubic-feet-per-second, 7-unit plant

con-sisting of a 53-foot-wide by 211-foot-long by 32-foot-deep reinforced concrete

sub-stn1cture, a 27-foot-high superstructure of precast concrete wall panels and columns,

and precast, prestressed concrete roof beams. Work at each plant will include

fur-nishing and installing steel intake and discharge manifolds and 15-ton overhead

cranes. Constructing a 7-million-gallon expansion of existing Forebay No, lA

con-sisting of a 200-foot-wide by 352-foot-long by 20-foot-deep reinforced concrete

structure. Constructing a 213-foot-long by 16-foot-wide, 3-span access bridge

con-sisting of precast, prestressed concrete I-beams with a cast-in-place reinforced

concrete deck. Designing, furnishing, and constructing for Hacienda Pumping Plant

a 31,000-cubic-foot, 39-foot-diameter spherical steel air chamber with a head of

750 feet. Excavation (unclassified) Excavation (common) Compacted embankment Compacted backfill 151,000 yd3 117, 000 yd 3 19,000 yd3 30,000 yd3 Time allowed for completion: 210 days.

DAM

Sugar Pine Dam

(2-60)

Backfill Concrete Reinforcement Steel for air

chamber

9,000 yd3

14,500 yd 3 1,950,000 lb

500,000 lb

CENTRAL VALLEY PROJECT, California.

Assistant Commissioner - Engineering and

Research, E&R Center, Denver, to issue

invitations.

Note: The specifications for Sugar Pine Dam wiU be one of three specifi-cations the Bureau of Reclamation plans to issue that will include metric (SI) units of measurement. Consequently, the foZZowing sum-mary of work for Sugar Pine Dam shows quantities in SI units. Cer-tain manufactured items, such as pipe, wiZl use the customary system of measurement.

Location: About 9 miles north of Foresthill, California, in Placer County.

Work: Constructing Sugar Pine Dam: The dam will be a central core rockfill embankment approximately 181 meters long and will have a maximum height of approximately

(17)

~

Bureau of Reclamation Advance Construction _Bull_E!_tin, fp_ril 1978 DAM - Continued

56 meters above the bed of Shirttail Creek. The dam will contain approximately

750 000 cubic meters of materials.

Spilll,)G.y: The spillway crest will be a 12-meter-wide free-flow structure with a pier

in the center and constructed so two radial gates can be installed at a later date.

The spillway will be 200 meters long and will terminate with a 9-meter-wide deflector

bucket. A 7.2-meter-wide bridge will cross the spillway crest structure at a skew

angle at the crest.

River outlet u)()rks: The outlet works will have three intakes at different elevations.

Each intake will be connected to a 34-inch-diameter pipe which will tenninate at a

685- by 685-millimeter high-pressure gate in the gate chamber. The 34-inch-diameter pipes will be encased in second-stage concrete inside a 2800-millimeter-diameter

horseshoe tunnel. The high-pressure gates are connected by a trifurcation to a

48-inch-diameter pipe placed inside a 2800-millimeter-diameter horseshoe tunnel which terminates at the control structure. The control structure will house a

27-inch-diameter pipe with a 685- by 685-millimeter high-pressure gate, a 48-inch-diameter pipe, a 1065- by 1065-millimeter high-pressure gate, and a 1370-millimeter-diameter sleeve valve placed inside a vertical stilling well. The 244-meter-long outlet works tunnel will be used for diversions during construction of the dam.

Roads: Road construction will consist of earthwork, culverts, and bituminous surface

treatment for approximately 4 miles of county road relocation and service road. About 30 000 cubic meters of wasted materials will be used to construct a boat ramp. Time allowed for completion: 900 days.

AQUEDUCT CENTRAL ARIZONA PROJECT, Arizona.

Research, E&R Center, Denver, to issue invitations.

Granite Reef Aqueduct,

Reach 3

(2-61)

Location: About 40 miles southeast of Parker, Arizona, in Yuma County.

Wor~onstructing about 12.8 miles of unreinforced and about 0.75 miles of reinforced

~~ concrete-lined aqueduct with 24-foot bottom width and 3,000-cubic-feet-per-second

capacity; two radial gate check structures; two roadway bridges with prestressed

concrete beams; one game and cattle crossing; eight concrete overchutes; four pipe

overchutes; one pipe culvert; and one concrete box culvert.

Time allowed for completion: 730 days. CANAL

Tehama-Colusa Canal, Reach 8

(2-62)

Location: Within 1.5 miles of the towns of Dunnigan or Arbuckle, California, in Colusa County.

Work: Constructing 13.7 miles of unreinforced concrete-lined canal and 0.5 mile of

~~ reinforced concrete-lin~ canal, with a 22-foot bottom width. The canal section

has a 1,700-cubic-feet-per-second capacity. The reach of canal includes 1 trap-ezoidal wash siphon structure; 1 radial gate check structure; 3 siphons, one with a radial gate check inlet, with a total length of 600 feet of 16-foot 0-inch

diam-eter pipe; 1 radial gate check inlet at the end of canal to be used as a wasteway; 34 cross-drainage pipe culverts ranging from 24- to 66-inch diameter; 1 cross-drainage 25-foot 0-inch wide flume overchute; 3 cross-drainage box culverts ranging from a 3-foot-wide by 4-foot-high box to a 4-barrel 4- by 4-foot box; 2 turnout structures; 7 farm bridges; 11 county road bridges; and 2 O&M bridges.

(18)

DAM MODIFICATION

Dickinson Dam Auxiliary Spillway

(2-63)

Advance Construction Bulletin~ril 1978 PICK-SLOAN MISSOURI BASIN PROGRAM, North Dakota. Assistant Commissioner - Engi-neering and Research, E&R Center, Denver, to issue invitations.

Location: On the Heart River about 1 mile southwest of the city of Dickinson, North

Dakota, in Stark County.

Work: Constructing auxiliary grass-lined spillway through the reservoir rim south of

~~ the right abutment of the existing dam. The area covered by the spillway will

be approximately 70 acres. The spillway channel will have a width of 1,100 feet

and an excavated length of approximately 2,400 feet. An 11-section embankment

fuse plug will be constructed across the spillway channel on a concrete scour pad separated at 100-foot intervals by concrete walls.

The excavated material will be disposed of over a 60-acre area adjacent to the

auxiliary spillway. This area and the spillway channel downstream of the fuse

plug will be smoothed, recovered with topsoil and seeded to adapted grasses.

Approximately 0.5 mile of county road will be relocated.

*SUBSTATION ADDITIONS Creston Stage 07 and Spencer Stage OS

(2-64)

PICK-SLOAN MISSOURI BASIN PROGRAM, Iowa.

Research, E&R Center, Denver, to issue

invitations.

Location: Creston Substation is located approximately 4 miles north of Creston, Iowa,

in Union County.

Spencer Substation is located approximately 6 miles west of Spencer, Iowa,

in Clay County.

Work: Creston Substation: Constructing formed- and auger-type concrete foundations;

furnishing and erecting steel structures; dismantling, and reerecting steel

structures; installing one 161-kilovolt circuit breaker; and furnishing and

installing related electrical equipment.

Spencer Substation: Constructing formed-type concrete foundations; furnishing

and erecting latticed-type steel structures; installing one 161-kilovolt

cir-cuit breaker; and furnishing and installing related electrical equipment.

Creston Substation

20 yd3 Reinforcing steel 25 yd3 Steel structures Excavation for foundations

Concrete

Spencer Substation

150 yd3 Reinforcing steel

Concrete 35 yd3 _{Steel structures}

Excavation for foundations

3,000 lb

2,700 lb

3,300 lb

5,500 lb *RECREATION FACILITIES

(2-65) PALMETTO BEND Regional Director, PROJECT, Amarillo, to Texas. issue

invitations.

Location: Near Edna Texas, in Jackson County.

Work: Constructing campgrounds and campground road.

Time

(19)

*WATER-SUPPLY SYSTEM Dutch John Water-Supply System Modifications,

Flaming Gorge Unit (2-66)

COLORADO RIVER STORAGE PROJECT, Utah. Regional Director, Salt Lake City, to issue invitations.

Location: About 42 miles north of Vernal, Utah, in Daggett County.

Work: Replacing existing waterlines, constructing new waterlines, modifying the existing ~~ water-treatment plant, constructing a building, and related earthwork.

*DRAINS

Emery Drains - Block 4 (2-67)

EMERY COUNTY PROJECT, Utah.

Location: Near Huntington, Utah, in Emery County.

Work: Constructing about 6.6 miles of closed pipe drains and related earthwork and structures.

*EARTHWORK STRUCTIJRES AND LINING Pilot Laterals 21.1 and 21.lA

(2-68)

invitations . Location: Northwest of Riverton, Wyoming, in Fremont County.

Work: Constructing approximately 0.7 mile of pipelines, ranging in size from 10- through 36-inch diameter. Preparing subgrade and concrete lining approximately 1.9 miles of lateral with 2-foot bottom and constructing miscellaneous structures.

Time allowed for completion: Before April 15, 1979.

*EARTHWORK, STRUCTIJRES AND LINING Fivemile Lateral

(2-69)

invitations. Location: Northeast of Pavillion, Wyoming, in Fremont County.

Work: Preparing subgrade and installing buried polyvinyl-chloride lining and preparing ~~ subgrade and concrete lining approximately 1.5 miles of Fivemile Lateral, beginning

at Station 101+71. Constructing miscellaneous hydraulic structures. Time allowed for completion: Before April 15, 1979.

*PAVING AND BRIDGE (2-70)

MINIDOKA PROJECT, Idaho.

Regional Engineer, Boise, to issue invitations.

Location: Minidoka Dam, Idaho, in Minidoka County.

Work: Realining and paving 1-1/2 miles of access road to Minidoka Dam and constructing ~~ a precast concrete bridge over canal.

(20)

*DRAINS

Franklin Orains 10-1-16

and 4-1-15

(2-71)

PICK-SLOAN MISSOURI BASIN PROGRAM, Nebraska. Regional Director, Denver, Colorado, to issue invitations.

Location: Near Naponee and Bloomington, Nebraska, in Franklin County.

Work: Constructing 1.8 miles of buried drain laid in a gravel envelope at average depths

- - of 9 feet; constructing manholes and other associated features.

*BUILDING

Upper Stillwater Field Station,

Bonneville Unit

(2-72)

Regional Director, Salt Lake City, to issue

invitations.

Work: Constructing an office/laboratory and garage with related earthwork and utilities.

Time

*CLEANING AND PAINTING Outlet Works Pipe, Navajo Dam

(2-73)

COLORADO RIVER STORAGE PROJECT, New Mexico. Regional Director, Salt Lake City, Utah, to issue invitations.

Location: About 39 miles east of Farmington, New Mexico, in San Juan County.

Work: Exterior cleaning and painting of an existing 110-inch-diameter outlet pipe located

- - within the outlet works of Navajo Dam.

*DRAINS

Loup City 7-15-14-(A) (2-74)

PICK-SLOAN MISSOURI BASIN PROGRAM, Nebraska.

Regional Director, Denver, Colorado, to

issue invitations. Location: Loup City, Nebraska, in Sherman County.

Work: Constructing 0.8 mile of buried drains laid in a gravel envelope at average depth

- - of 8 feet; constructing manholes and other associated features.

*DRILLING WELLS (2-75)

Regional Engineer, Boise, Idaho, to issue

invitations.

Location: Kachess and Cle Elum Dams, Washington, in Kittitas County.

Work: Drilling and testing a 16-inch test well and drilling a 6-inch observation well at

- - Cle Elum Dam; drilling and casing a 6-inch domestic well at Kachess Dam.

(21)

*NOISE SUPPRESSION

O'Neill Pump Generating Plant (2-76)

Regional Director, Sacramento, to issue invitations.

Location: At O'Neill Pump Generating Plant west of the city of Los Banos, California,

in Merced County.

Work: Installing sound absorption panels with door for 12 bays.

Time

UMATILLA PROJECT, Oregon.

*FOOT BRIDGE

(2-77) Regional Engineer, Boise, Idaho, to issue

invitations.

Location: McKay Dam, near Pendleton, Oregon, in Umatilla County.

Work: Constructing 6-foot-wide footbridge approximately 100 feet long.

Time allowed for completion: 60 days. *ROOFING

(2-78)

BOISE PROJECT, Idaho.

Regional Engineer, Boise, to issue invitations.

Location: Boise River Diversion Dam, near Boise, Idaho, in Ada County.

Work: Removing existing corrugated-metal roofing and replacing it with a similar roofing.

Time

(22)

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COMMISSIONER'S OFFICE, INTERIOR BUILDING, WASHINGTON, D.C. 20240

R. KEITH HIGGINSON, COMMISSIONER

ENGINEERING AND RESEARCH CENTER

OFFICE OF DESIGN AND CONSTRUCTION

P.O. BOX 25007, DENVER FEDERAL CENTER

DENVER, COLORADO 80225

ROBERT B. JANSEN, DIRECTOR Of DESIGN AND CONSTRUCTION

A

PN • R J. VISSIA, REGIONAL DIRECTOR, FEDERAL BLDG AND U.S.

COURTHOUSE, BOX 043-550 WEST FORT ST., BOISE, IDAHO 83724 UC· VACANT, REGIONAL DIRECTOR, P.O BOX 11568, 125 SO. STATE ST, SALT LAKE CITY, UTAH 84147

MP -BE MARTIN, REGIONAL DIRECTOR, FEDERAL BUILDING, SW-R.H. WEIMER, REGIONAL DIRECTOR, HERRING PLAZA 2800 COTTAGE WAY, SACRAMENTO, CALIFORNIA 95825 BOX H-4377, AMARILLO, TEXAS 79101

s I

LC· M LOPEZ, JR, REGIONAL DIRECTOR, P.O. BOX 427 UM-R.L McPHAIL, REGIONAL DIRECTOR, PO BOX 2553, ADMINISTRATION BUILDING, BOULDER CITY, NEVADA 89005 FEDERAL BLDG., 316 NO. 26 TH ST., BILLINGS, MONT. 59103

LM ·JD HALL, REGIONAL DIRECTOR, BUILDING 20, DENVER FEDERAL CENTER, DENVER,COLORADO 80225

BUREAU OF RECLAMATION OFFICES

AND REGIONAL BOUNDARIES

(CONSTRUCTION WORK IS GENERALLY LIMITED TO PROJECTS IN THE SEVENTEEN WESTERN STATES)

M o.

A R K.

Af.VISE_D JANuAR'I' 1978

X·0·4086

(23)

DC·503 (8·74)

Bureau or Reclamation

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