The URL can be used to link to this page

Home My WebLink AboutSUB201600017 Bond Estimates Road Plan and Comps. 2018-05-18 C) C 0 (D N 10 p1 up v 3 < 3 sf 3 f * Q N ? m N 3 '+ co < < < a v y n ° 3 3 y m n ° ° 3 a s a v 3 y a(° (n l a w y o o m 01 Q 01 m W _ C Q 7 0 0 0 N O W ° CD O C N - .Ci CD N 'i -5 -5 -5 U U N N a C d a c c y y O CO = N 5) 0 W O 0 O O O m c ° A 3 = Q c d m m ? 3 m m m m m s a -. a m °°., v £ a C) CA m m a co < I3 N - t CD O -1 7 a m d r a 3 0) o P a a a a a O m 9 0 7 0 w n n % a m 3 m 0 1 n a D3) C a .7i '00 0 .°. y d 0 a 5 ? a m -p v a a v CD a Ci m g g ° O G) 47 y C7 ° LU (, C) fl) '� c 3 3 a . s g. m a m . o f ° n n ° ° 4. 3 o a 3 L. n N ° N v m = N Ct em w 0 7 0 n d 7m •m m o m' Q o n a a o a v c s m m N ° . m m 7 3 O n 7C O t < y O O J N yy j (D 0 CD N C. 9, W o cn CD cn cn (D CD (D N 7 N d V C CO ° 2. <. 7 "13 x * O O O O 0 -0 0 C 1 C CD O N y N O (°D + ° o CoAm iv m 3 N CD a a 7 O DC 0y CD iti co m O ca - m N m ? o - = °a - o a 3 O .< 7 y co V o C a 0 v CD 3 ^'. c 7 O O _, _, N _, W N N O Co CO A Cn -. CO A W (P W CD O O o 0 0 0 in o o Q = J 5. 5 J J 5' 5 > PP Li CD n a a a a a a s a 0 0 0o m O 0 O -437C' -1 -4 -4 -4 v v -4 Co v -4 -4 --1 -4 -4 -4 -4 - -4 0 -4 v xi 000 00000 00 Ooo W OOOO D) 13 bob O O O O O bb 0 0 0 o 0 0 0 0 0 -I 0 0 0 0 )..' CO x x x x x x x x x x x x x m m m m m m mx x x x 0 CD O r r r r r- r- r- r r r r r r Cl) CO CO CO CO CO r r r r 0' N N N N N CF a o cn O O O O O 0. W �y(0_ CP p Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl) Cl)ACl)- Ao O o 0 q.: Q'S (b 0 0 A A A A A CO CO 0 0 0 O b) co 3. 3. 3 > > > > > 3 3 x x x x x x x %+ (n Cl) Cl) CA Cl) X 0 0 0 0 0 O 0) 00000 0 0 0 0 0 O - m m m m m x 0 0 0 0 0 4 0 1 3 U) CD CC W - -. ♦y 88 - 0000 ;10 N O - O W -1:. O O OJi Cl) O CAO l0 v O 0 0 0COCOCo)Co)C.) C.) N N O O C 0 -+ n 0 0 0 0 0 0 0 - A J C°O COCA -+ 0 0 0 -4 O N CD ID D) x CD CD N CO CO 4) c cc �< `< n `co x x x x x x CD CD x CD CD CD x x x x cn 7 7 7 O O O O O C C C 0 0 O O O in Cu Co 11) in 7 7 7 Iti co CD CD 7 S 7 7 7 3 3 3 N 7 7 7 7 7 y y EA EA 69 N 69 EA EA EA EA Cl) N N A EA EA 69 CO 69 EA EA EA EA to 7 0 O N N N N N 0 0 0 O EA W to 69 69 EA A CA Cl) to - N N W EA EA EA EA EA N -• 0 Cl) 0 EA 0 0 0 0 0 0 0 0 EA EA 0 EA Cn N A A Cn CO Cl) 0 0 CA 0 O O N 0 C) 0 0 0 0 0 0 0 0 0 0 0 CD A O N 0 0 0 0 0 Cn O O O -4 0 0 0 0 v Cn W 0 0 0 O ii 0 O o 0 0 0 0 0 o O o O o O O o O O O o 0 0 O O O O o O o o O O O O O O O O (D O 0 0 0 O O O O O O O O O O O O O O O O O O 0 O O O O O O O O O O O O O O O a 0) EA EA EA EA EA EA EA EA EA EA 69 Ea 49 EA EA Cn A EA A A A EA 69 EA N N non N (.J 9 EA 69 6EA b9 Cn Cl) Cn Co CO A CO V) CO A EA O Cn fA O) W C CD Cn Cl) Cl) Cn O O O In N O A N - Cn 0 In C) N A IV CJ �1 EA EA EA N N N N N 0 0 0 0 0 -.I EA EA EA 69 Cn Cn -4 0 0 0 EA Cn 0 0 0 Co 0 E9 N -4 EA N O O O O O O O O O O O O 0 O -4000000 0 O O O O O 0 0 O 0 O 0 W O O 10 O0o0OOO00oO Oo0OOOO00oOOO - 00W 0 0 O 0 W- O O O O O Co 0 0 0 3 O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .° N 0 0 0 0 0 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 o e o 0 o N O O CO EA EA EA 69 EA EA 3 669 EA 69 69 Cn A EA A A A EA EA EA N N N COE3 E9 EA EA EA EA Cl) cl) (l) coW A W 69 m A EA CO 6,3 Co Cn Dl Cn Cn Cl) Cl) Cn O O O In N O A N - Cn O In in N A - - N W J 7 EA EA EA Na N N N Ni 0 0 0 0 0 -4 EA EA E9 69 O) Cn -J 0 0 0 EA Cn 0 0 0 Co 0 EA N -4 EA N 00000000000000 -40000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CJ 0 0 0 O o 0 0 0 o O o 0 0 0 o O o - o 0 0 o O o 0 0 o O o 0 0 0 0 0 0 0 - CID o CD 10 co O O O co O 0 O O O O O O O 0 W O O O O O 0 O O 0 O O O O O 0 0 0 O CO CA 0 CO N CO N 0 CA C) C N cD 17 -0 (I) + @ < til O C 3 so 3 ti) 3 * Ft, 4t a CO CD D fn 7 O.+ O rt « 13 O 0 ' Oo 0n c Q o �' a' v -' v- a , w . 3 0 c 0 DC o fo j CD N WO 0 01 o o m a 0 o ccoooa000o. OOOfD mm X mQmcodd5Dmmm0 ? aD0 , a, c2 m m a co. 3 N < Cl N sl) 3m • o' ' d co 22 � � o 9. 2 J 0 o o a O MV a) -%o c 0. 3 o o a s a a v a -0 v m 3 ccv - r o m O x CGy J 0 DN Cc J 3 N c N m O O 3 5' a ' s l., o• m p a �• cc co Om o . o ..° —u' 3 oaCDN8 m m J. cr j OO O3 oQ En5. _, Fe. ym 2 m 3 3 3 3 3 2 0 0 C7N O. s -0 V .0 .n ' . y 7 A 3 y O CC D O n°7 om rom a < (4. 2 .o cc) a, oo mJ � .-kN o .. m m m ga ow o c <n cn o m m m a C U) 5.. JOO x f O000O -00c) 1 W N0 y 0 oaAco ET- o v CD 0 o ma. a n co a m m 3 '0 m DD yN m a 0 co 0 5y "cs co m 3 N y0) a a m .O ?( - o p 0 • 3 3 o m m a J C 00 v CD v 3 ". o 3 -4. -aC000 ^' C N N 0 CO CO VO CO A cn —, W A + M O o 0 o O C bt b C + O 3 O x 5 0o m aaaa a a a a 8 O m O /) O r. Cn Cn cn Cn Cn Cn Cn Cn (nu) C cn cn cn cm 3 X cn cn CT Cn Cn Cn CD Cn CDCA CA O 0Cn CD CD CA 11 666 0 0 0 0 0 66 0 0 o o o o o o v .4 0 0 0 0 .-. x x x x x x x x x x x x x m m m m m mm x x x x CD O r r r r r- r r r r r r r r (() co Ci) c/) co C)) r r r r ^ 7 a O N IJ fJ IV I.) IJ ,G — O O O O O w p N O (A _ _ _ _ _ O A A A alCn Cn in CO O O 0 0 0 0 Q `5 CD C.) C.) w w n A A w b b 0 o b o b O' CO co3 3 3 5 > > > > 3 3 x x x x x x x A: cn cn cn cn (n O CD F x o 0 0 0 O cn O E O O O O O O 0 0 0 O O - m m m m m x 00000 cnC 3 Cl) CDCC 0 N c p pA C.) N -1 -) CD pp� 0 0 0 0 0 0 0 0 0 CNn N COn _, O cnC.7.CCD 0 0 0 0 Z v O 0 O (R'..C. w CO C. C. 0 N N b O CO 0 0 0 0 0 0 0 0) O CJ O -) w — N 0 0 0 0 0 0 0 I� N CD CD x CD CD N CD CD CD CD CD CD C C C `0G `0G C0j `0G O x x x x �` x 4CD CDD 01 x CD N CO x .x x' x 0 O .0 O C = J = 0 0 0 0 0 J C) 0 0 0 0 J J J IK CD CD CD 7 7 7 7 7 3 3 3 7 7 7 7 7 y y 69 69 69 69 EA N 69 ".-- C EA EA N 69 69 EA EA EA cn N N A N EA EA C.) EA EA EA EA EA EA J O N N N N N 0 0 0 O 69 C. EA EA 69 EA A cn N EA N N co EA EA EA 69 EA 0) . 0 En 0 EA 0 0 0 0 0 0 0 0 EA 69 0 EA Cr) N A A CA C. CA 0 0 CD 0 0 CD N 0 C.) 0 0 0 -s000000000 A O N O O O O OCA O O O �) 0000 -4 Cn w 0 0 0 cn E_ 0 0 0 0 0 b b o 0 0 0 o b O b 0 0 0 0 b o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O CD 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O o O O O O 0 O O O 0. 0 EA 69 EA EA EA EA 69 EA EA CA 69 N EA EA EA EA EA EA CA CA A CO O -s -s 0 0 N EA EA 9 •6 co cn cn cn cn cn O O (O O) V -co -4 -cn -co Cn Cn N -) -co -co EA EA DA N N N N N N EA 0 0 0 0 CO EA EA 69 EA EA EA -) 0 EA 0 CJ CT 0 0 0 EA N EA (A EA EA 0 0 0 Cn O o 0 0 0 0 0 0 0 0 Cb 0 0 0 0 0 0 Cn O O O Cn 0 0 0 0 0 Cn CA 0 0 0 0 0 0000000000000000000000000000000000000 Cn 0 3 O o O O O O O O O O O O O O O O O O O O O O O O O O O o O O O O o O O O O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o N 0 0 Co_ 69 EA EA EA EA EA 69 2 EA EA CA EA N EA EA EA EA EA EA Cn Cn A CO O -s -, O O N EA EA EA CO 3 C.) Cn Cn N Cn Cn O O (O m V -co J in C.) in rn N V G.) Cb 7 EA EA EA N N N N N N (A 0 0 0 0 CO EA (A EA EA EA EA -) 0 EA 0 CO CA 0 0 0 EA N 69 EA EA EA 0000 0 0 0 o 0 0 0 0 0 0 0D 0 0 0 0 0 0 Cn 0 0 0 Cn 0 0 0 0 0 Cn Cn 0 0 0 0 5 O 0 O o O b b O O b b b 0 0 b b b b b b b b O O b o b b O 0 b o b o b b b CO O O O O 0 O O O 0 O o O O 0 O O O O O O O O O o O O O O O O O O O O O o O O N co N O_ 0 Sunset Overlook Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201600017 Item Sun Valley Drive Begin station End station aggregate base blotted or prime&double seal asphalt base asphalt surface curb CG -2 curb CG -6 sidewalk, concrete (6') ramp CG -12 street name sign traffic control sign Street Landscape guardrail drop inlet or grate standard manhole frame top (not inlet) manhole structure (per ft. rise) pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (15 to 48") pipe, rcp, cmp (60 to 108") rip -rap, placed matting, EC -2 or 3 clear and grub (for wooded sites) cut grading fill grading as -built drawings (ik+ price per 0.1 mi.) survey and layout (price per 0.1 mi.) mobilization materials testing compaction testing CBR tests (1 every 0.1 mi. per road) stone depth inspections pavement inspections pipe and drainage video inspections VDOT surety (1 lane) VDOT maintenance fee (1 In rd, 1 yr) VDOT admin. Cost recovery fee(1 lane) C:\Users\mwentland\Documents\SUB201600017 Sunset Overlook RP Bond est 10-28-16.xls 10/28/2016 No. Unit Unit Cost Cost installed % compete cost remaining 25+90.00 33+60.00 road length 770.0 ft 4.0 in d 770.0 ft L 25.0 ft W 449.2 ton $35.00 $15,720.83 0% $15,720.83 770.0 ftL 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 in d Min 770.0 ft L 25.0 ft W 353.7 tons $100.00 $35,371.88 0% $35,371.88 d 770.0 ft L 25.0 ft W 176.9 tons $120.00 $21,223.13 0% $21,223.13 0.0 ft $13.00 $0.00 0% $0.00 1540.0 ft $15.00 $23,100.00 0% $23,100.00 1540.0 ft $17.00 $26,180.00 0% $26,180.00 4 ft $350.00 $1,400.00 0% $1,400.00 1 each $200.00 $200.00 0% $200.00 8 each $200.00 $1,600.00 0% $1,600.00 IqEach 37 each $150.00 $5,550.00 0% $5,550.00 ES @ 3000 0.0 ft $17.00 $0.00 0% $0.00 14 each $3,500.00 $49,000.00 0% $49,000.00 1 each $500.00 $500.00 0% $500.00 98 ft $450.00 $44,100.00 0% $44,100.00 15.0 in d 0 ES -1,2 r 0 EC -1 1322.0 ft $35.00 $46,270.00 0% $46,270.00 24.0 in d 0 ES -1,2 0 EC -1 9.0 ft $50.00 $450.00 0% $450.00 18.0 in d 0 ES -1,2 0 EC -1 79.0 ft $40.00 $3,160.00 0% $3,160.00 18.0 in d 0 ES -1,2 0 EC -1 0.0 ft $40.00 $0.00 0% $0.00 96.0 in d 0 ES -1,2 0 EC -1 0.0 ft $320.00 $0.00 0% $0.00 2.0 ft d 0.0 ft L ft W 0.0 ton $60.00 $0.00 0% $0.00 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 800.0, ft L ft W 1.8 acre $24,000.00 $44,077.13 0% $44,077.13 -CY $4.00 $13,200.00 0% $13,200.00 cy $9.00 $58,500.00 0% $58,500.00 770.0 ft L 0.14583 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 770.0 ft L 0.14583 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 -Isum $5,000.00 $5,000.00 0% $5,000.00 770.0 ft L 1.54 inc of 500' 3 each $200.00 $520.00 0% $520.00 770.0 ft L 1.54 inc of 500' 3 each $200.00 $520.00 0% $520.00 770.0 ft L 1.54 inc of 500' 3 each $200.00 $520.00 0% $520.00 770.0 ft L 1.54 inc of 500' 3 each $200.00 $520.00 0% $520.00 770.0 ft L 1.54 inc of 500' 3 each $200.00 $520.00 0% $520.00 1410 ft $1.00 $1,410.00 0% $1,410.00 770.0 ft L 0.14583 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 770.0 ft L 0.14583 mi. 0 Lanes $150.00 $0.00 0% $0.00 770.0 ft L 0.14583 mi. 0 Lanes $100.00 $0.00 0% $0.00 C:\Users\mwentland\Documents\SUB201600017 Sunset Overlook RP Bond est 10-28-16.xls 10/28/2016 Sunset Overlook Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201600017 Item Sun Valley Drive No. Unit Unit Cost Cost (installed) % compete cost remaining cost sum $408,612.97 $408,612.97 contingency $40,861.30 $40,861.30 Total $449,480 $449,480 C:\Users\mwentland\Documents\SUB201600017 Sunset Overlook RP Bond est 10-28-16.xls 10/28/2016 Sunset Overlook Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201600017 Item No. Unit Unit Cost Cost installed % compete cost remaining Private Alley Begin station 10+05.00 End station 17+60.00 road length 755.0 ft aggregate base 4.0 in d 755.0 ft L 0.0 ft W 0.0 ton $35.00 $0.00 0% $0.00 blotted or prime&double seal 755.0 ft L 0.0 ft W 0.0 sy $10.00 $0.00 0% $0.00 asphalt base 3.0 in d 755.0 ft L 0.0 ft W 0.0 tons $100.00 $0.00 0% $0.00 asphalt surface 1.5 in d 755.0 ft L 0.0 ft W 0.0 tons $120.00 $0.00 0% $0.00 curb CG -2 W 75,q ft $13.00 $9,815.00 0% $9,815.00 curb CG -6 755.0 ft $15.00 $11,325.00 0% $11,325.00 sidewalk, concrete (6') 0.0 ft $17.00 $0.00 0% $0.00 ramp CG -12 2 ft $350.00 $700.00 0% $700.00 street name sign 1 each $200.00 $200.00 0% $200.00 traffic control sign 3 each $200.00 $600.00 0% $600.00 Street Landscape ' Each 17 each $150.00 $2,550.00 0% $2,550.00 guardrail 2 ES @ 3000 255.0 ft $17.00 $10,335.00 0% $10,335.00 drop inlet or grate 3 each $3,500.00 $10,500.00 0% $10,500.00 standard manhole frame top (not inlet) 0 each $500.00 $0.00 0% $0.00 manhole structure (per ft. rise) 26 ft $450.00 $11,700.00 0% $11,700.00 pipe, rcp, cmp (15 to 48") 15.0 in d 0 ES -1,2 r 0 EC -1 325.0 ft $35.00 $11,375.00 0% $11,375.00 pipe, rcp, cmp (15 to 48") 24.0 in d 0 ES -1,2 0 EC -1 0.0 ft $50.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES -1,2 0 EC -1 0.0 ft $40.00 $0.00 0% $0.00 pipe, rcp, cmp (15 to 48") 18.0 in d 0 ES -1,2 0 EC -1 0.0 ft $40.00 $0.00 0% $0.00 pipe, rcp, cmp (60 to 108") 96.0 in d 0 ES -1,2 0 EC -1 0.0 ft $320.00 $0.00 0% $0.00 rip -rap, placed 2.0 ft d 0.0 ft L ft W 0.0 ton $60.00 $0.00 0% $0.00 matting, EC -2 or 3 0.0 ft L ft W 0.0 sy $2.00 $0.00 0% $0.00 clear and grub (for wooded sites) 755.0 ft L ft W 0.9 acre $24,000.00 $20,798.90 0% $20,798.90 cut grading 2400.0 cy $4.00 $9,600.00 0% $9,600.00 fill grading 6100.0 cy $9.00 $54,900.00 0% $54,900.00 as -built drawings (ik+ price per 0.1 mi.) 755.0 ft L 0.14299 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 survey and layout (price per 0.1 mi.) 755.0 ft L 0.14299 mi. 2 Isum $2,000.00 $5,000.00 0% $5,000.00 mobilization ,Isum $5,000.00 $0.00 0% $0.00 materials testing 755.0 ft L 1.51 inc of 500' 3 each $200.00 $520.00 0% $520.00 compaction testing 755.0 ft L 1.51 inc of 500' 3 each $200.00 $520.00 0% $520.00 CBR tests (1 every 0.1 mi. per road) 755.0 ft L 1.51 inc of 500' 3 each $200.00 $520.00 0% $520.00 stone depth inspections 755.0 ft L 1.51 inc of 500' 3 each $200.00 $520.00 0% $520.00 pavement inspections 755.0 ft L 1.51 inc of 500' 3 each $200.00 $520.00 0% $520.00 pipe and drainage video inspections 325 ft $1.00 $325.00 0% $325.00 VDOT surety (1 lane) 755.0 ft L 0.14299 mi. 0 Lanes $2,000.00 $0.00 0% $0.00 VDOT maintenance fee (1 In rd, 1 yr) 755.0 ft L 0.14299 mi. 0 Lanes $150.00 $0.00 0% $0.00 VDOT admin. Cost recovery fee(1 lane) 755.0 ft L 0.14299 mi. 0 Lanes $100.00 $0.00 0% $0.00 C:\Users\mwentland\Documents\SUB201600017 Sunset Overlook RP Bond est 10-28-16.xls 10/28/2016 Sunset Overlook Road and Infrastructure Construction Bond Estimate (roads, site work, storm sewer) Plan # SUB201600017 Item Private Alley No. Unit Unit Cost Cost (installed) % compete cost remaining cost sum $167,323.90 $167,323.90 contingency $16,732.39 $16,732.39 Total $184,060 $184,060 C:\Users\mwentland\Documents\SUB201600017 Sunset Overlook RP Bond est 10-28-16.xls 10/28/2016