3-C- NWT3 Sec2 Bid SOV.xlsx

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Attached to
Northwest Corridor Segment 3B – Construction
Solicitation number
DC-2026-094:
Issued by
Fulton County, Georgia

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Written by GovTribe AI ·

This is a Schedule of Value (SOV) document for the Atlanta Beltline, Inc. (ABI) Northwest Trail Segment 3B construction project located in Atlanta, Georgia. The project encompasses construction services beginning from the south side of the entry drive at 1500 Northside Drive NW and includes the crossing of the entry drive at the current end of Segment 3A of the Northwest Trail. The scope of work is organized into ten major sections: General Conditions, Roadway Construction, Concrete Work with Miscellaneous Fencing Bollards and Amenities, Drainage, Erosion Control, Structures (including multiple walls, bridges, and elevated trail structures), Lighting and Cameras, Utility Ductbank, Signage Striping and Marking, and Allowances. The project includes extensive structural work with numerous retaining walls, elevated trail structures, bridge construction over Tanyard Creek, micropile foundations, and comprehensive utility installations including water lines, sewer connections, fiber optic cables, and electrical infrastructure. Quantities are detailed throughout, ranging from approximately 8,733 square yards of mill and inlay asphalt concrete pavement to 450 linear feet of Tanyard Creek Western Channel Wall construction and 81,600 linear feet of cable installation for electrical systems.

The SOV provides a detailed cost breakdown with unit prices and extended costs for each line item, though many unit prices remain to be finalized as indicated by blank pricing fields throughout the document. The estimated total cost for the project, including a 10% contingency allocation, is $4,113,175.00, with Section 10 Allowances comprising $3,739,250.00 to cover construction vibration monitoring ($300,000), third-party inspections and testing ($100,000), COA LDP permit and outstanding fees ($159,250), lane closure permits ($50,000), irrigation monitoring ($25,000), concrete channel replacement ($950,000), water line replacement ($50,000), CSXT construction engineering and inspection services ($1,320,000), utilities relocation ($750,000), and Midtown Monument Sign renewal ($35,000). The document notes that pricing is being developed through comparison with previous segments (NWT4, NWT5, Segment 5) and multiple contractor quotes from firms such as Astra, Bridge Brothers, and others, with some unit prices marked as pending final confirmation from team members or subject to adjustment based on comparable project data.

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Other files

File Type Posted
10-J - 26th St NW Goodson Way NW Bridge.pdf PDF
11-K - Plats and Legals.zip ZIP file
5-E - ATLANTA BELTLINE NWT-3 Section 2 SPECIAL PROVISIONS.pdf PDF
8-H - Wall Foundation Investigation Report – I75.pdf PDF
1-A- Invitation To Bid Northwest Cooridor Segment 5 Final.pdf PDF
6-F - Bridge Foundation Investigation Report Northside Drive.pdf PDF
7-G - Geotechnical Letter Report Sta 0+00 to 8+05.pdf PDF
2-B - ABI NWT3-Sec2 CAD (1).zip ZIP file
4-D- Northside Drive Transportation Improvements SOV Form .xlsx XLSX spreadsheet
9-I - Report of Visual Structural Condition Survey and Material Testing 26th St NW Goodson Way NW Bridge.pdf PDF

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Sheet1

Atlanta Beltline Northwest Trail - Segment 3B
SCHEDULE OF VALUE1/30/26
Notes
Section 1 - General ConditionsAstra's traffic control on Seg5 was $395k GC was $2.7M
Item NumberItem DescriptionUnitsQTYUnit PriceCost
150-1000TRAFFIC CONTROLLS1.0$ - 0Renato reference of another project with $60k for a 5 lane S.R. for 4 days, take $15k per day for 20 days on Northside Dr. That's $300k. ATC, 26th bridge say will be $150k.
210-0100GRADING COMPLETE (INCLUDING DEMOLITION AND TREE REMOVAL)LS1.0$ - 0see at summary for GC notes
Section 1 Subtotal$ - 0
Section 2 - Roadway Construction
Item NumberItem DescriptionUnitsQTYUnit PriceCost
222-1002GR AGGR BASE CRS, INCL MATL, ROADWAY PAVEMENTTN836.0$ - 01.21 t/yd³
402-3131RECYCLED ASPH CONC 9.5 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIM, SURFACE COURSE @ 137.5LB/SYTN345.0$ - 09.5 MM tn = 137.5lbs/SY x 1 tn/2000lb (2024 ATLDOT DETAIL LOCAL ROAD)
402-3196RECYCLED ASPH CONC 19 MM SUPERPAVE, GP 2 ONLY, INCL BITUM MATL & H LIM, INTERMEDIATE COURSE @ 330LB/SYTN684.0$ - 019MM tn=330lbs/SY x 1 tn/2000lb
413-0750TACK COATGL492.0$ - 028 SY per gallon
432-0200MILL AND INLAY ASPH CONC PVMT, 1 1/2 IN DEPTHSY8,733.0$ - 0Check this, $21 only included mill. Added 1SY 9.5mm pave = $46.00. check NWT4
441-5002CONC HEADER CURB. 6 IN, TP2LF2,519.0$ - 0
441-6022CONC CURB & GUTTER, 8 IN X 30 IN, TP 2LF1,084.0$ - 0
500-9999CLASS B CONC BASE OR PVMT WIDENINGSY874.0$ - 0class b counted per plan + assumed 2' wide for ALL curbs and curb/gutter
610-70101.5" METER ABANDONMENTEA3.0$ - 0
611-5551RESET CONC MONUMENTEA1.0$ - 0
660-00044" PVC CONDUIT SLEEVESLF345.0$ - 0
660-19258" GATE VALVEEA1.0$ - 0
670-08031.5" DOMESTIC METER INSTALLATIONEA2.0$ - 0
670-08031.5" IRRIGATION METER INSTALLATIONEA1.0$ - 0
670-10808" DIP WATER LINE (SECTIONS INSTALLED BY CITY)LF37$ - 0
670-15008" DIP WATER LINE TO BE ABANDONED (WORK BY CITY)LF33$ - 0
670-16506" BACKFLOW PREVENTOREA2.0$ - 0need unit price
670-30828" x 1.5" TAP ASSEMBLYEA3.0$ - 0
670-30868" x 6" TAP ASSEMBLYEA2.0$ - 0
670-50151.5" COPPER PIPELF15.0$ - 0need unit price
670-50606" DIP WATER LINE (SECTIONS INSTALLED BY CITY)LF15$ - 0
670-50606" DIP WATER LINE (SECTIONS INSTALLED BY CONTRACTOR)LF21.0$ - 0PRICE CAME FROM 8" DIP $184/LF NWT4 90% price
670-9710RELOCATION OF FIRE HYDRANT (NEW HYDRANTS TO BE USED)EA4.0$ - 0
670-99008" 45 DEGREE BENDEA4.0$ - 0
670-99018" 90 DEGREE BEND W/ BRACE BLOCKEA2.0$ - 0
670-99028" BRACE BLOCKEA4.0$ - 0
670-99038" CROSS TEEEA1.0$ - 0
670-99046" DETECTOR CHECKEA2.0$ - 0need unit price
670-99056" POST INDICATOR VALVEEA2.0$ - 0need unit price
670-99066" FIRE DEPARTMENT CHECK VALVEEA2.0$ - 0
670-99077' x 5' VAULTEA2.0$ - 0
670-9920EXISTING FIRE HYDRANT TO BE REMOVED AND SALVAGEDEA4.0$ - 0
Section 2 Subtotal$ - 0
Section 3 - Concrete Work, Misc. Fencing, Bollards and Amenities
Item NumberItem DescriptionUnitsQtyUnit PriceCost1.21 t/yd³
222-1002GR AGGR BASE CRS, INCL MATLTN2,403.0$ - 0price from NWT4 CONC. PAVING
441-0004CONC. SLOPE PAVING, 4 INSY399.0$ - 02432SF
441-0104CONC SIDEWALK, 4 INSY270.0$ - 031554SF
441-0106CONCRETE TRAIL PAVING, SPECIAL FINISH, 6 IN, WWM (TRAIL)SY3,506.0$ - 040759SF
441-0106CONCRETE TRAIL PAVING, SPECIAL FINISH,6 IN TO 9 IN PER STRUCTURAL (ELEVATED TRAIL&BRIDGE), INCL REBARSY4,529.0$ - 01711SF
441-0106CONCRETE TRAIL PAVING, SPECIAL FINISH, 6 IN (PLAZAS), INCL. SCORING, WWMSY190.0$ - 0856SF GDOT HD. Plaza
441-0108CONCRETE TRAIL PAVING, SPECIAL FINISH, 8 IN (PLAZAS), INCL. SCORING, REBARSY95.0$ - 030867SF
441-0108CONCRETE TRAIL PAVING, SPECIAL FINISH, HEAVY DUTY CONCRETE, 8IN, REBARSY3,430.0$ - 0
441-9999MEDIUM SANDBLASTED TRAIL CENTERLINE, 4INLF6,256.0$ - 0
441-3000CONC. WHEEL STOPSEA3.0$ - 0checked
641-1200COR-TENN GUARDRAILLF1,116.0$ - 0checked
641-5012GUARDRAIL ANCHORAGE, TP 12 (AT DRIVEWAY/INTERSECTIONS)EA2.0$ - 0checked
641-5999GUARDRAIL PLATE MOUNT POST AT CATCH BASINEA4.0$ - 0
643-1132CHAIN LINK FENCE, 4 FT (DOG PARK)LF135.0$ - 0Andie to tell me
643-1152CHAIN LINK FENCE, 6 FTLF812.0$ - 0
643-1172CHAIN LINK FENCE, 10 FT (TENNIS COURT)LF20.0$ - 0
643-8049CHAIN LINK GATE, 6'HT, 5' WIDTH, PED GATE, WITH CODED LOCKEA1.0$ - 0
643-8050CHAIN LINK GATE, 6' HT, 8' WIDTH, WITH CODED LOCK, IMT SPUREA1.0$ - 0
643-8050CHAIN LINK GATE, 4'HT, 5' WIDTH, PED GATE, WITH CODED LOCK (DOG PARK)EA1.0$ - 0
643-8050CHAIN LINK GATE, 10'HT, 5' WIDTH (TENNIS COURT GATE)EA1.0$ - 0
702-9025LANDSCAPE MULCH (DOG PARK PER UNIT)EA20.0$ - 0
754-4000WASTE RECEPTACLE UNIT (VICTOR STANLEY A-36)EA2.0$ - 0
754-5000BENCH - LANDSCAPE FORMS NL 696EA6.0$ - 0checked
900-0039DETECTABLE CONCRETE PAVER (ADA RAMP, PAVESTONE CITYSCAPE 4"X8" PAVERSF390.0$ - 0BUMPED TO NWT4 unit pricing
900-0100GRANITE PAVER BANDINGSF280.0$ - 0checked
900-0526FIXED BOLLARDEA13.0$ - 0checked
900-0527REMOVABLE BOLLARDEA9.0$ - 0checked
900-5000BOULDERS AT ROAD CROSSING TO PREVENT CAR ACCESSEA24.0$ - 0price from NWT4 AMERISTAR
900-6000STEEL SECURITY FENCE, 6' HT, PER DETAILLF220.0$ - 0
Section 3 Subtotal$ - 0
Section 4 - Drainage
Item NumberItem DescriptionUnitsQtyUnit PriceCost
550-0000CLEAN UP STORM STRUCTUREEA1.0$ - 0
550-1180STORM DRAIN PIPE, 18 IN, H 1-10 HDPELF245.0$ - 0
550-1180STORM DRAIN PIPE, 18 IN, H 1-10 RCPLF175.0$ - 0need to check unit price
550-1180STORM DRAIN PIPE, 18 IN, CLASS V RCPLF116.0$ - 021+40, 22+70, 26+00
610-5715CONVERT CATCH BASIN TO BLIND JUNCTION BOX (9031U)EA3.0$ - 0
611-8050CONVERT EXIST STRUCTURE TOP, ADJUST TO GRADE (STA13+40)EA1.0$ - 0
611-9999CONNECT TO EXISTING MANHOLE 8.1B (STA. 36+20 LT)EA1.0$ - 0(12) *14LF
618-66088" WIDE TRENCH DRAINLF168.0$ - 0used 6" pvc unit price $19.67
660-001010" PVC PIPE, SCHEDULE 40LF642.0$ - 0
660-08066" DUCTILE IRON SEWERLF83.0$ - 0
660-2600SANITARY SEWER CLEAN OUTEA3.0$ - 0
668-1100DOUBLE WING CATCH BASIN, GP 1EA2.0$ - 0
668-1100DOUBLE WING CATCH BASIN, GP 1 (DOGHOUSE INSTALLATION)EA2.0$ - 0
668-1101HOODED GRATE INLET, GP 1EA1.0$ - 0
668-2100DROP INLET, GP 1 (6500 GRATE OR EQUIVALENT)EA3.0$ - 0
668-2102PEDESTAL INLET AT BIORETENTIONEA8.0$ - 024+20
668-5000JUNCTION BOX (1011A)EA1.0$ - 018+40, 19+00, 19+40, 20+45, 52+60
668-5000JUNCTION BOX (1011AP)EA5.0$ - 08+50,26+00
668-5005JUNCTION BOX (1011A) DOGHOUSE MANHOLEEA2.0$ - 0WAG unit price
900-1000CONCRETE FLUME STRUCTURE, STA15+70 RTLS1.0$ - 0NWT5 MEDIAN BID UNIT PRICE CONVERTED TO sy
999-0060BIORETENTION FACILITY "A" (STA 8+70)SY15.0$ - 0
999-0060BIORETENTION FACILITY "B" (STA 19+00)SY28.0$ - 0
999-0060BIORETENTION FACILITY "C1", "C2", "C3" (STA 15+40, STA 16+15, STA 16+90)SY53.0$ - 0
999-0060BIORETENTION FACILITY "E" (STA 31+50)SY234.0$ - 0
999-0060BIORETENTION FACILITY "G1" (STA 48+75)SY58.0$ - 0
999-0060BIORETENTION FACILITY "G2" (STA 54+00)SY109.0$ - 0
999-0060BIORETENTION FACILITY "G3" (STA 54+50)SY71.0$ - 0
Section 4 Subtotal$ - 0
Section 5 - Erosion Control
Item NumberItem DescriptionUnitsQtyUnit PriceCost
163-0232TEMPORARY GRASSINGAC2.4$ - 0
163-0240CONSTRUCT AND REMOVE INLET PROTECTION, PAVEMENT (SD2-P)EA19.0$ - 0
163-0300CONSTRUCTION EXITEA14.0$ - 0NWT5 Median
163-0402TEMPORARY CONCRETE WASHDOWNEA7.0$ - 0
163-0529CONSTRUCT AND REMOVE INLET PROTECTION, SILT FENCE (SD2-F)EA22.0$ - 0
167-1000WATER QUALITY MONITORING AND SAMPLINGEA2.0$ - 0
167-1500WATER QUALITY INSPECTIONSMO32.0$ - 0
167-1501EROSION CONTROL INSPECTIONMO32.0$ - 0
171-0030CONSTRUCT AND REMOVE TEMPORARY SILT FENCE, TYPE SLF8,050.0$ - 0
603-1012RIP RAP TYPE 3SY80.0$ - 0
603-1300RIVER ROCK CHECK DAMEA6.0$ - 0
643-1152CHAIN LINK CONSTRUCTION FENCE, 8 FT HT (ALONG CSX ROW PER PLAN)LF250.0$ - 0
643-8050CHAIN LINK CONSTRUCTION GATE, 12FT WIDE, LOCK PROVIDED BY CSXEA1.0$ - 0checked, added 20% qty up from takeoff
643-8200BARRIER TREE FENCE (ORANGE), 4 FTLF1,250.0$ - 0
700-6910PERMANENT GRASSINGAC2.4$ - 0
706-9020MULCHTN50.0$ - 0used Erosion Control mats on slope $1.57/SY, median from SCC2, added 50% inflation
713-0000SLOPE STABILIZATION BLANKETAC0.5$ - 0
999-9901RIVER ROCK 6" NATURAL BROWN COLORCY430.0$ - 0
P-208-502-08CRUSHED AGGREGATE BASE, 8" DEPTH (TEMPORARY ACCESS TO BRIDGE)CY49.0$ - 0
Section 5 Subtotal$ - 0
Section 6 - Structures
Item NumberItem DescriptionUnitsQtyUnit PriceCost
500-3800WALL 1 - MSE, STA. 8+38 TO STA. 9+40SF2,232.0$ - 042" railing
627-1002CONCRETE LEVELING PADLF124.0$ - 054" railing
573-1000WALL 1 - 54" SAFETY RAIL, CARL STAH MESHLF124.0$ - 096" railing
999-9500GRANITE FACINGSF2,232.0$ - 0unit price from NWT5 90% estimate
999-9600GRANITE CAPLF123.0$ - 0
500-3800WALL 2 - MSE, STA. 09+14 TO STA. 9+40SF340.0$ - 0
627-1002CONCRETE LEVELING PADLF34.0$ - 0
573-1000WALL 2 - 54" SAFETY RAIL, CARL STAH MESHLF34.0$ - 0
999-9500GRANITE FACINGSF340.0$ - 0
999-9600GRANITE CAPLF32.0$ - 0
505-3800NORTHSIDE DRIVE ABUTMENT SOUTH, STA. 9+40CY62.1$ - 0
999-3001CAISSON PILES (6)LS1.0$ - 0
999-9500GRANITE FACINGSF342.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE (WEST OF NORTHSIDE BRIDGE) STA. 9+40 to STA. 11+06LF167.0$ - 0
573-100054" SAFETY RAIL, CARL STAH MESHLF334.0$ - 0
999-3001CAISSONS (8)LS1.0$ - 0Northside Dr Bridge
500-3800BENT STA 10+00CY25.6$ - 0Astra's 60% quote was $24,583.47*260=6,391,702.20
500-3800BENT STA 10+60CY26.4$ - 0Bridge Brothers Quote 2/4/2025
534-1000NORTHSIDE DR BRIDGE - 260 LFLS1.0$ - 0
573-1001BRIDGE - CARL STAHL MESH ENCLOSURESF6,613.0$ - 0
573-1005BRIDGE - 54" SAFETY RAIL, CARL STAH MESHLF520.0$ - 0astra's 60% quote was $400/LF for safety rail
500-3800CONCRETE (BENT ST. 11+06)CY75.0$ - 0Bridge Brother to provide an estimate??
500-3800CONCRETE (BENT ST. 13+66)CY76.0$ - 0Bridge Brother to provide an estimate??
999-300124" CAISSON (BENT ST. 11+06), (6) TOTALLS1.0$ - 0doubled (6) caisson pile price, seems high?
999-300124" CAISSON (BENT ST. 13+66), (6) TOTALLS1.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE (EAST OF NORTHSIDE BRIDGE) STA. 13+66 to STA. 14+46LF80.0$ - 0
573-100054" SAFETY RAIL, CARL STAHLLF160.0$ - 0
999-3001CAISSONS (4)LS1.0$ - 0
500-3800BENT STA 14+25CY23.3$ - 0
505-3800NORTHSIDE DRIVE ABUTMENT NORTH STA. 14+46CY29.2$ - 0
999-3001CAISSON PILES (5)LS1.0$ - 0
999-9500GRANITE FACINGSF144.0$ - 0
999-9600GRANITE CAP INCL. UNDER BRIDGELF61.0$ - 0
500-3800WALL 3 - SOLDIER PILE STA. 13+64 to STA. 14+50LF64.0$ - 0
573-1000WALL 3 - 42" SAFETY RAIL, CARL STAHLF64.0$ - 0
999-9500GRANITE FACINGSF450.0$ - 0
999-9600GRANITE CAPLF64.0$ - 0
500-3800WALL 4 - ELEVATED STRUCTURE WING WALL STA. 14+57 to STA. 15+01CY11.9$ - 0
573-1000WALL 4 - 42" SAFETY RAIL, CARL STAHLF43.0$ - 0
999-9500GRANITE FACINGSF215.0$ - 0
999-9600GRANITE CAPLF61.0$ - 0
500-3800WALL 5.1 - SOLDIER PILE STA. 14+72 to STA. 15+55LF105.0$ - 0
573-1000WALL 5.1 - 42" SAFETY RAIL, CARL STAHLF105.0$ - 0
999-9500GRANITE FACINGSF1,155.0$ - 0
999-9600GRANITE CAPLF102.0$ - 0
500-3800WALL 5.2 - CIP STA. 15+59 to STA. 16+92CY236.6$ - 0
573-1000WALL 5.2 - 42" SAFETY RAIL, CARL STAHLF172.0$ - 0
573-1000GRANITE FACINGSF2,494.0$ - 0
999-9600GRANITE CAPLF174.0$ - 0
500-3800WALL 6.1 - CIP STA. 22+49CY240.0$ - 0
573-1000WALL 6.1 - 42" SAFETY RAIL, CARL STAHLF288.0$ - 0
999-9500GRANITE FACINGSF2,304.0$ - 0
999-9600GRANITE CAPLF304.0$ - 0
500-3800WALL 6.2 - CIP STA. 16+87CY86.3$ - 0
500-3800WALL 6.3 - CIP STA. 20+20 to STA. 20+92CY19.0$ - 0
500-3800WALL 6.4 - CIP STA. 21+32 to STA. 24+80CY86.0$ - 0$4,867 EA for 30' deep Segment 4
534-1000CANTILEVER TRAIL STRUCTURE (ATC ALONG CREEK) 22+49 TO STA. 26+87LF438.0$ - 0
573-100054" SAFETY RAIL, CARL STAHLF438.0$ - 0
999-3001MICROPILE 10" DIA. ASSUMED DEPTH 25FT PER GEOTECHEA36.0$ - 0
500-3800ABUTMENTS AT BEGINNING AND ENDCY29.2$ - 0
500-9999WALL 7.1 - GRAVITY STA. 37+84 to STA. 39+28CY92.0$ - 0
573-1000WALL 7.1 - 42" SAFETY RAIL, CARL STAHLF172.0$ - 0
999-9500GRANITE FACINGSF688.0$ - 0
999-9600GRANITE CAPLF170.0$ - 0
500-9999WALL 7.2- GRAVITY STA. 40+77 to STA. 43+01CY146.0$ - 0
573-1000WALL 7.2 - 42" SAFETY RAIL, CARL STAHLF212.0$ - 0
999-9500GRANITE FACINGSF1,060.0$ - 0
999-9600GRANITE CAPLF225.0$ - 0
500-3800WALL 8.0 - CIP STA. 39+13 to STA. 40+77CY177.4$ - 0
573-1000WALL 8 - 42" SAFETY RAIL, CARL STAH, BEGIN AT STA. 38+23LF265.0$ - 0
999-9500GRANITE FACINGSF1,760.0$ - 0
999-9600GRANITE CAPLF179.0$ - 0
500-3800WALL 8.1 - CIP STA. 40+77 to STA. 43+04CY130.9$ - 0
573-1000WALL 8.1 - 96" SAFETY RAIL, CARL STAHLF228.0$ - 0
999-9500GRANITE FACINGSF1,665.0$ - 0
999-9600GRANITE CAPLF227.0$ - 0
500-3800WALL 8.2 - CIP STA. 43+04 to STA. 53+75CY943.9$ - 0
573-1000WALL 8.2 - 42" SAFETY RAIL, CARL STAH (EXTEND TO PLAZA)LF1,105.0$ - 0
999-9500GRANITE FACINGSF11,737.0$ - 0
999-9600GRANITE CAP (EXTEND TO PLAZA STA. 54+09 LT)LF227.0$ - 0
500-9999WALL 9- GRAVITY STA. 44+83 to STA. 53+46CY463.3$ - 0
573-1000WALL 9 - 42" SAFETY RAIL, CARL STAHLF863.0$ - 0
999-9500GRANITE FACINGSF3,412.0$ - 0
999-9600GRANITE CAPLF856.0$ - 0
630-0010WALL 10 - CIP WALL WITH MODULAR BLOCK FACING STA. 51+95 to STA. 52+06SF143.0$ - 0
222-1002#57 STONE BACKFILL W/ FILTER FABRICSY16.0$ - 0
630-0300MODULAR BLOCK CONC. COPING, WALL NO - 1.3LF64.0$ - 0
627-1002CONCRETE LEVEING PADLF64.0$ - 0
505-3800WALL 11 - ELEVATED TRAIL ABUTMENT WALL AT CHANNEL, STA. 54+54CY33.5$ - 0micropile $4,867 EA for 30' deep Segment 4
573-1000WALL 11 - 42" SAFETY RAIL, CARL STAH, EXTEND ALONG PLAZA EDGELF101.0$ - 0
999-3001MICROPILES 10"DIA. ASSUMED DEPTH 20FTEA7.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE APARTMENT SPUR (STA. 56+69 LT)LF13.0$ - 0
505-3800SPUR CONNECTION ABUTMENT WALL 12, STA. 56+77 LT TO STA. 56+75 LTCY7.9$ - 0
999-3001MICROPILES 10"DIA. ASSUMED DEPTH 20FTEA2.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE AT CREEK CHANNEL STA. 54+54 TO 26TH ST BRIDGELF684.0$ - 0
573-100042" SAFETY RAIL, CARL STAH, INCL. APT SPUR RAILING LENGTHLF1,261.0$ - 0
999-3001MICROPILES 10"DIA., ASSUMED DEPTH 10FT INTO ROCK, 20FT PWREA40.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE AT CREEK CHANNEL 26TH ST BRIDGE TO STA 66+25LF485.0$ - 0
573-100042" SAFETY RAIL, CARL STAHLF986.0$ - 0
999-3001MICROPILES 10"DIA., ASSUMED DEPTH 10FT INTO ROCK, 20FT PWREA28.0$ - 0
999-9800TANYARD CREEK WESTERN CHANNEL WALL, DESIGN BUILD, STA. 56+75 TO STA 61+04LF450.0$ - 0
999-9800TANYARD CREEK WESTERN CHANNEL WALL, DESIGN BUILD, STA. 61+54 TO STA. 66+27LF495.0$ - 0Seg5 had $394k for 70LF bridge, $5630/LF,
999-9800TANYARD CREEK EASTERN CHANNEL WALL, BUILD PER PLAN BY OTHERS STA. 60+90 to STA. 61+04LF20.0$ - 0
534-1000STICK BUILD BRIDGE 130'-0" OVER CONC. CHANNEL, STA. 66+25 TO STA. 67+55LF130.0$ - 0
573-100042" SAFETY RAIL, CARL STAHLF260.0$ - 0
999-3001MICROPILES 10"DIA., ASSUMED DEPTH 10FT INTO ROCK, 20FT PWREA16.0$ - 0
500-3800BENTS 1 & 2CY27.0$ - 0
534-1000ELEVATED TRAIL STRUCTURE STA 67+55 TO STA 68+75LF120.0$ - 0
573-100042" SAFETY RAIL, CARL STAHLF240.0$ - 0
999-3001MICROPILES 10" DIA. (4)EA4.0$ - 0
500-3800BENT 3CY8.4$ - 0
534-1000WALL 13 - ELEVATED TRAIL ABUTMENT WALL, STA. 68+96 TO STA. 68+96CY37.7$ - 0
573-1000WALL 13 - 42" SAFETY RAIL, CARL STAHLF40.0$ - 0
999-3001MICROPILES 10"DIA. ASSUMED DEPTH 20FTEA8.0$ - 0
999-9500GRANITE FACINGSF234.0$ - 0
999-9600GRANITE CAP INCL. UNDER BRIDGELF62.0$ - 0
500-3800WALL 14 - CIP, STA. 200+98 TO STA. 201+10CY9.4$ - 0
573-1000WALL 14 - 42" SAFETY RAIL, POWDER COAT BLACKLF37.0$ - 0
999-9500GRANITE FACINGSF108.0$ - 0
999-9600GRANITE CAPLF40.0$ - 0
500-3800WALL 15 - CIP, SMOOTH FINISH, STA. 200+84 TO STA 201+10CY5.6$ - 0
500-3800WALL 16 - CIP, SMOOTH FINISH, STA. 201+10 TO STA. 201+21CY1.4$ - 0
573-1000WALL 16 - 42" SAFETY RAIL, POWDER COAT BLACKLF39.0$ - 0price is for a two pipe standard handrail
500-3800CIP STAIRCASE, 3500PSI CONCRETE, INCL. REINFORCING, STA. 200+85CY4.0$ - 0
515-2050STAIRCASE RAILING POWDER COAT BLACKLF37.0$ - 0
515-2051GRANITE BIKE CHANNELLF13.0$ - 0
GENERAL
140-1000MICROPILE MOBILIZATION (ATC, TANYARD CREEK)LS2.0$ - 0
999-1001MICROPILE TESTINGLS1.0$ - 0
999-1001H PILE TESTINGLS1.0$ - 0
Section 6 Subtotal$ - 0Hasbun's price in this section. Gennerally higher than ASTRA'S 60% quote, close to NWT4
Section 7 - Lighting & Cameras
Item NumberItem DescriptionUnitsQtyUnit PriceCost
680-7000RELOCATE LIGHT POLEEA9.0$ - 0
500-3101CLASS A CONCRETECY8.0$ - 0
511-1000BAR REINF STEELLB850.0$ - 0
680-6130LUMINAIRE TYPE "FA"EA34.0$ - 0
680-6130LUMINAIRE TYPE "FB"EA3.0$ - 0
680-6130LUMINAIRE TYPE "FE"EA36.0$ - 0
680-6130LUMINAIRE TYPE "FF"EA28.0$ - 0
680-6130LUMINAIRE TYPE "FG"EA34.0$ - 0asked Jay for pricing
680-6130LUMINAIRE TYPE "FH"EA3.0$ - 0
680-6130LUMINAIRE TYPE "EFF"EA6.0$ - 0
999-60006' EXTENSION ARM FOR SECURITY CAMERAEA1.0$ - 0
680-4110LIGHTING STANDARD-STEEL, 11-15 FT + GROUND ROD & CABLEEA73.0$ - 0
682-6110CONDUIT, RIGID, 1 INLF100.0$ - 0
682-6219CONDUIT, NONMETL, TP 2, 1 INLF13,600.0$ - 0
682-6222CONDUIT, NONMETL, TP 2, 2 INLF1,400.0$ - 0
935-1111OUTSIDE PLANT FIBER OPTIC CABLE, LOOSE TUBE, SINGLE MODE, 6 FIBERLF1,200.0$ - 0
935-1115OUTSIDE PLANT FIBER OPTIC CABLE, LOOSE TUBE, SINGLE MODE, 48 FIBERLF1,000.0$ - 0
935-1118OUTSIDE PLANT FIBER OPTIC CABLE, LOOSE TUBE, SINGLE MODE, 144 FIBERLF7,000.0$ - 0
682-1407CABLE, TP XHHW, AWG NO 4LF2,400.0$ - 0
682-1407CABLE, TP XHHW, AWG NO 6LF1,800.0$ - 0
682-1404CABLE, TP XHHW, AWG NO 10LF81,600.0$ - 0
682-8995POWER SERVICE CABINETEA2.0$ - 0
682-9020HANDHOLEEA30.0$ - 0
682-9020ELECTRICAL JUNCTION BOX (ABOVE GROUND)EA8.0$ - 0
935-5020ASE CIRCUIT HANDOFF JUMPERS - 2MEA1.0$ - 0
935-5020ASE CIRCUIT HANDOFF SFPEA2.0$ - 0
935-5020PALO ALTO MM SFPEA2.0$ - 0
935-5030PALO ALTO SM SFPEA2.0$ - 0changed to astra's 60% price, higher than nwt4
935-5040FIBER OPTIC MM JUMPERS - 2MMEA2.0$ - 0
935-5050FIBER OPTIC SM JUMPERS - 2MMEA31.0$ - 0
937-1000SECURITY CAMER "SCF" INCLU IDF CABINET POLE MOUNTED, SD CARDEA29.0$ - 0
939-2216CISCO IE9320 MDF FIELD CAIBNET SWITCHEA1.0$ - 0
939-2216CISCO 9300-48U-A SWITCHEA1.0$ - 0
939-2300FIELD SWITCH (CISCO IE3200)EA29.0$ - 0
939-2300CISCO SD CARD: PART # SD-IE-4GBEA29.0$ - 0
939-3000IDF CABINET - POLE MOUNTEDEA29.0$ - 0
939-5020CISCO MM SFPEA4.0$ - 0
939-5030CISCO SM SFPEA62.0$ - 0
939-9900INTEGRATE INTO EXISTING MONITORING SYSTEMLS1.0$ - 0
Section 7 Subtotal$ - 0
Section 8 - Utility Ductbankbumped up to Astra's cost
Item NumberItem DescriptionUnitsQtyUnit PriceCost
600-0001FLOWABLE FILLCY2.0$ - 0bumped to astra's
600-4030MODULAR BACKFILL MATERIAL (M10)CY246.0$ - 0
611-8055ADJUST NIMOR STRUCTURE TO GRADEEA20.0$ - 0
611-8055CONDUIT, NONMETAL, TP 2, 4 INLF14,000.0$ - 0
682-9022ELECTRIC BOXEA6.0$ - 0
681-9021ELECTRICAL MANHOLEEA15.0$ - 0
Section 8 Subtotal$ - 0
Section 9 - Signage, Striping and MarkingGas, GPC, unforeseen waters, fiber,
Item NumberItem DescriptionUnitsQtyUnit PriceCost
636-1036HIGHWAY SIGNS, TP 1 MATL, REFL SHEETING, TP 11SF33.0$ - 0
636-2070GALV STELL POSTS, TP 7LF70.0$ - 0
653-0501TRAIL PVMT MARKING TP1 'STOP AHEAD'EA2.0$ - 0
653-0503TRAIL PVMT MARKING TP3 'SLOW DOWN'EA5.0$ - 0
653-0504TRAIL PVMT MARKING TP4 'STOP'EA9.0$ - 0
653-1704SOLID TRAF STRIPE, 24 IN, WHITE (STOP BAR)LF12.0$ - 0
653-1704MMA CROSSWALKSY207.0$ - 0
653-3501SOLID TRAFFIC STRIPE, 5 IN WHITELF690.0$ - 0
999-0082MMA PVMT MKG, COLORIZED PAVEMENT, TP P, WHITE (RAISED RAMP MARKING)SF73.0$ - 0
999-9910TRAIL RULES SIGNEA3.0$ - 0$ - 0
999-9912REBUILD EXISTING BRICK SIGN, 21+40 LTEA1.0$ - 0$ 7,564,034.35
Section 9 Subtotal$ - 0
$ 112,177.50
Section 10 - Allowancesused 30% of construction cost, 3% of allowance in grading complete price
Item DescriptionUnitsQtyUnit PriceCost
154-1000CONSTRUCTION VIBRATION MONITORINGALLOW1.0$ 300,000.00$ 300,000.00
999-1002THIRD PARTY INSPECTIONS & FIELD TESTING (ARBORIST, CIVIL, STRUCTURAL)ALLOW1.0$ 100,000.00$ 100,000.00
999-1003COA LDP PERMIT OUTSANDING FEES (BUILDING PERMIT, TREE RECOMPENSE, ETC.)ALLOW1.0$ 159,250.00$ 159,250.00
999-1004LANE CLOSURE PERMITSALLOW1.0$ 50,000.00$ 50,000.00
999-1005IRRIGATION MONITORING ALLOWANCEALLOW1.0$ 25,000.00$ 25,000.00
999-1006CONCRETE CHANNEL REPLACEMENT ALLOWANCEALLOW1.0$ 950,000.00$ 950,000.00
999-10078" WATER LINE REPLACEMENTALLOW1.0$ 50,000.00$ 50,000.00
999-1008CSXT CONSTRUCTION ENGINEERING, INSPECTION, FLAGGING SERVICEALLOW1.0$ 1,320,000.00$ 1,320,000.00
999-1009UTILITIES RELOCATIONALLOW1.0$ 750,000.00$ 750,000.00
999-1010RENEW MIDTOWN MONUMENT SIGNALLOW1.0$ 35,000.00$ 35,000.00
Section 10 Subtotal$ 3,739,250.00

NWT-3 SECTION 2 - SOV SUMMARY

Section 1 - General Conditions$ - 0
Section 2 - Roadway Construction$ - 0
Section 3 - Concrete Work, Misc. Fencing, Bollards and Amenities$ - 0
Section 4 - Drainage$ - 0
Section 5 - Erosion Control$ - 0
Section 6 - Structures$ - 0
Section 7 - Lighting & Cameras$ - 0
Section 8 - Utility Ductbank$ - 0
Section 9 - Signage, Striping and Marking$ - 0
Section 10 - Allowances$ 3,739,250.00
Subtotal$ 3,739,250.00
CONTINGENCY 10% OF TOTAL COST$ 373,925.00
Grant total with contingency$ 4,113,175.00

NWT-3 Section 2 - SOV &D

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File details come from the government source that posted it. Updated .