99-22 Attachment.pdf

ROCK SPRING GOLF CLUB CART PATH IMPROVEMENTS BIDS RECEIVED ON: APRIL 5, 2022 ENGINEER'S TABULATION OF BASE BIDS 7 \ SIDD & ASSOCIATES, LLC z DLS CONTRACTING, INC. [ 3 GRABOWSKI CONSTRUCTION INC, ry Reivax Contracting Group 5 PM CONSTRUCTION CORP. 6 SALMON BROS. INC iN | Contractor Name Contractor Name Contractor Name Contractor Name Contractor Name Contractor Name ORT. 33 W 36 MONTESANO ROAD 770 NORTHFIELD AVENUE 68 Findeme Avenue 1310 Central Avenue PO BOX 67 Street Address Street Address Street Address Street Address Street Address Street Address LLSTONE __ NU 08535 ‘AIRFIELD NJ.07004 WEST ORANGE _NJ 07052 Bridgewater___NJ 08807 Hillside NJ 07205 NETCONG NJ 07857 \ StatelZip | LZ ‘StatelZip | City State/Zip City State/Zip City State/Zip City State/Zip Item # Description Quantity | Unit it Price Amoui it Price Amou Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount 1 MOBILIZATION 1 ts__[s_\ zise0]s 2igsat0[s \ 20.42900|$ 29J2000|$ 45,000.00| Ss 45,000.00] $_3.950.00|$ 3,950.00] $ 60,000.00| $ _50,000.00[$ _50,00000[ $ 60,000.00 2 FUEL PRICE ADJUSTMENT 1 DOLLAR | $ | 13,000.00|$ 1300.00] $ | 13,000.00] $s __13/000.00| $ 13,000.00 | $ 43,000.00[ $ 13,000.00| $ _13,000.00| $ _13,000.00|$ _13,.00000]$ 13,000.00 $ 13,000.00 3 ASPHALT PRICE ADJUSTMENT 1 DOLLAR | $ | 7.500.00|$ 700.00] | 7.50000] s 4500.00] $ _7,500.00| § 7,500.00] $7,500.00[ $7,500.00] 7,600.00] $ _7,500.00[$ _7,500.00| $ 7,500.00, 4 CLEARING SITE 1 ts |S \e4292.50/8 24202.50| $ _\p5.000.00| $9,000.00] $ 80,000.00 § 30,000.00] $49,772.00] $ 49,772.00] $ 60,000.00] $ _60,000.00[ $ 150,000.00] $ 150,000.00 EXCAVATION, UNCLASSIFIED 5 AE AND WHERE DIRECTED] 400 cy |s \ 53.33 | $ 4.382 o0| $ \ 60.00] $ 000.00 | s 30.00 | $ 12,000.00 | $ 69.50|§ 27,800.00] § 1.00] $ 400.00 | $ 50.00] $ 20,000.00 EXCAVATION, TEST PITS 6 (EAN WHERE ERECTED) 30 cy |s \ 59.25 | $ | ae $ \ 10.00 | $ | 300.00 | $ 30.00 | $ 900.00 | s 105.15] 5,554.50] $ 100.00] $ 3,000.00] $ 75.00] $ 2,250.00 DENSE GRADED AGGREGATE BASE COURSE, 4° THICK (IF AND 7 WHERE DIRECTED} 50 cy |s \ 9a | $ | 474.00 | $ \« 00 | $ | 2,000.00 | $ 45.00 | $ 2,260.00 | $ i71g0]$ 8,695.00] $ 1.00] $ 50.00] $ 80.00] $ 4,000.00 8 14 SOIL AGGREGATE 525 cy |s \ 25| $ [ sos 25] § fo co| $ | 31,800.00 | $ 45.00 | $ 23,625.00 | $ 20.0] $ 42,187.50] $ 4o.o0|$ — 21,000.00] $ 30.00] $ 42,000.00 HIMA 5 SURFACE COURSE, 2°

$ 4,000.00 8 14 SOIL AGGREGATE 525 cy |s \ 25| $ [ sos 25] § fo co| $ | 31,800.00 | $ 45.00 | $ 23,625.00 | $ 20.0] $ 42,187.50] $ 4o.o0|$ — 21,000.00] $ 30.00] $ 42,000.00 HIMA 5 SURFACE COURSE, 2° THICK 9 AE AND WHERE GREGTE 300 Ton |s 20.23 8 | 68,769.00 | $ atp. 00 3/ 60,000.00 | S 110.00 | & 33,000.00 | $ 131.30] $ 39,390.00] s 100.00] $ 30,000.00 | $ 150.00] $ 45,000.00 10 8” DIA. DUCTILE IRON PIPE (IF AND WHERE DIRECTED) 50 iF [Ss 2hes |S] 1.48150] $ Toh.00 |S) 7,500.00 S 0001S 3000.00 $ 73845[$ __6,922.50| S 700.00 | $6,000.00 |S 750,00 | $7,500.00 1 6” DIA, HDPE PIPE (IF AND WHERE DIRECTED) 50 LFS 2470 | $]___1,185.00| $ 70q00| $7 5,000.00 s 30.00 | $ 1,500.00 $ 85.95| $ 4,207.50 $ 50,00] $2,500.00 | $ 100.00] § 5,000.00 12 DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 LF | s 4740 2,370.00 | $ 10010 5,000.00 | $ 30.00[ $ 1,500.00 $ e978] $ 4489.00] $ 70.00| $3,500.00 $ 75.00 | $ 3,750.00 13 12" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 LF__|S TNO 3,555.00 | $ 100.0 5,000.00 | $ 40.00 | § 2,000.00 | $ 91.85|$ _4,592.50| $ 700.00, $5,000.00 § 75.00 | § 3,750.00 14 15” DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 tF__[s§ 94.80 4,740.00 | S 1100.00 5,000.00 | $ 50.00 | § 2,500.00 | $ 97.90 $ 4,895.00 | $ 700.00) $ 5,000.00 | § 75.00| § 3,750.00 15 LAWN INLET, 2X2" 12 UNIT |S 1,060.5) [Js 12,726.96[8 1,500.0) Js 18,000.00 $ _1,000.00|$ 72,000.00[$ 172500/$ 20,700.00] $ _2,00000|$ 24,000.00S 1,800.00[S 21,600.00 6" DIA, HDPE FLARED END SECTION 16 AP AND WHERE DIRECTED) 2 unit |s 23.70] s 4740|$ 1,500.00 $ 3,000.00] $ 500.00 | $ 1,000.00 | $ 51500/$ 1,03000]$ 2,000.00] 4,000.00] s 250.00 | $ 500.00 8° DIA. HDPE FLARED END SECTION 7 AE-AND WHERE DIRECTED, 2 unit | § 47.40) § s480{s 1,500.09, 3,000.00] $ 500.00 | $ 1,000.00 | $ 518.00|$ 1,036.00] $ 3,000.00] $ 6,000.00] s 350.00 | $ 700.00 12" DIA. HDPE FLARED END SECTION 15 18 Ae AND WHERE DIREGSED) 2 unit | s n if 142.20 | § 3,000.00 | $ 500.00 | $ 41,000.00 | $ 525.00| 1,050.00} $ 5,000.00] $ —_ 10,000.00] $ 400.00 | $ 800.00 15" DIA. HDPE FLARED END SECTION 19 Ae Ano WHERE GIREcTe| 2 unit | s eago \ 199.60 | § 3,000.00] $ 1,000.00] s 2,000.00 | $ 530.00| 1,050.00] $ 5,000.00] $ —_ 10,000.00] $ 500.00] $ 1,000.00 TEMPORARY CHAIN LINK FENCE, 4' HIGH = 20 AE DWH EGe CIRECTED| 500 LF ods apo 4 23,700.00 | $ 5,000.00 | $ 26.00 | § 12,500.00 | 2750|$ 13,750.00] § tooo} $s 000.00] $ 26.00| §

0] $ 500.00] $ 1,000.00 TEMPORARY CHAIN LINK FENCE, 4' HIGH = 20 AE DWH EGe CIRECTED| 500 LF ods apo 4 23,700.00 | $ 5,000.00 | $ 26.00 | § 12,500.00 | 2750|$ 13,750.00] § tooo} $s 000.00] $ 26.00| § 12,600.00 CART PATH, 6.5° WIDE, 6.5" THICK (INCLUDING EXCAVATION, 21 Se Abe ale GRADING) 16000 sy |s fos s\ 94,880.00] $ 160,000.00 | $ 35.50|/$ 668,000.00} $ 43.02| $ 688,320.00 | § 40.00] $ 640,000.00] $ 50.00| $ 800,000.00 2 TRIMMING EXISTING TREES, OVER 8°70 $2" DIAMETER (FAND 1 unit | 5 593.25 | $ 533.25 | $ 0.00 $ 300.00] $ 1,000.00 | $ 1,000.00 | $ 495.00 | $ 495.00] 1,000.00] $ 4,000.00] $ 600.00 | $ 600.00 WHERE DIRECTED) TREE REMOVAL, OVER &” TO 8” DIAMETER 23 UF AND WHERE DIRECTED) 1 unit | s p28 s 296.25 | $ $ 1,000.00 | $ 1,000.00 | s 330.00 | s 330.00 | $ 500.00 | $ 500.00 | § 500.00 | § 500.00 ‘TREE REMOVAL, OVER 8" TO 12° DIAMETER 24 f= AND WHERE DIRECTED) 1 unit | $ pears $ \ 414,75] $ $ 1,500.00 | $ 1500.00]$ 1.03400} $ 1,034.00] $ 1,000.00) $ 1,000.00] s 800.00 | $ 800.00 TREE REMOVAL, OVER 12” TO 16" DIAMETER 25 ALAND WHERE DIRECTED) 1 unit | Ex 8 \ 533.25 | $ $ 1,800.00] $ 1g00.00/§ 1.73800] $ 1,738.00] $ 2,000.00] 2,00000)$ 1,200.00] $ — 1,200.00 TREE REMOVAL, OVER 16" TO 20" DIAMETER 7 26 Anan WHERE OIRECTEOT 1 unit | 5 [ 651.75 | $ \ cst 75| s 2,400.00 | $ 2400.00) 2,44200/$ 248200] —2,600.00]$ 2,800.00) $ 1.50000] $ 1,500.00 TREE REMOVAL, OVER 20° TO 24" DIAMETER 27 Tealin Wiehe DRECHEO 1 unit | 5 [ 888.75 | $ \ se 75] $ | 1,000.00 | $ {ooo oo] $ 3,000.00] s 3,000.00) 314500] $ 3,145.00] $ 4,000.00] $ 4,000.00] $ 2,000.00] $ 2,000.00 TREE REMOVAL, OVER 24” TO 28° DIAMETER 28 {IF AND WHERE DIRECTED) 1 unit | s [ 1,125.75 | & thes 75|s f 1,700.00] s 100.00 $ 4,000.00] § 400.00 3850.00|$ 3,850.00] $ 6,000.00] $ 6,000.00) 2,300.00] $ 2,300.00 TREE REMOVAL, OVER 28” TO 32" DIAMETER 29 (eaD Wiehe DIRECTED) 1 unit |s | 1,955.25 | § 1dbs.2s 8 | 3,000.00 | $ ado oo} $ 4,500.00] s 4500.00} 4554.00|$ 4,554.00] $ 10,000.00] $ 10,000.00] $ 2,800.00] $ 2,800.00 TREE REMOVAL, OVER 32" TO 36” DIAMETER 30 (CAND WHERE DIRECTED] 1 UNIT s] 2,607.00 | $ 20 sf 3,500.00] s 3eth0o s 5,000.00] § 5,000.00} 5,280.00 $ 5,200.00) 15,00000}$ 15,000.00] $ 3,500.00] $ —_—_3,500.00 TOPSOIL SPREADING, TYPE A a IP AND WHERE DIRECTED) 10000 sy PI 2.96 | s 29,090 q 3.00| s 20000 8 4.00] $ 40,000.00 | & 5.20] $ 52,000.00] $ 5.00] $ 50,000.00] s 5.00] $

00] $ 3,500.00] $ —_—_3,500.00 TOPSOIL SPREADING, TYPE A a IP AND WHERE DIRECTED) 10000 sy PI 2.96 | s 29,090 q 3.00| s 20000 8 4.00] $ 40,000.00 | & 5.20] $ 52,000.00] $ 5.00] $ 50,000.00] s 5.00] $ 50,000.00 FERTILIZING AND SEEDING, TYPE A 32 (F AND WHERE DIRECTED) 10000 sy { 107|$ 10,700. 2.00| s 20 000p $ 2.00 s 20,000.00 | $ 0.98] 9,800.00 | $ 5.00|$ 50,000.00] s 2.00) $ 20,000.00 3 STRAW MULCHING (IF AND WHERE DIRECTED) 40000 sy |fs 107|$ 10,700.04 f's 1.00] § 70.000. $ 1.00 | $ 10,000.00 | 0s0|$ 5,000.00] $ 5.00] $ 50,000.00] $ 2.00|$ 20,000.00 34 CONTRACT ALLOWANCE 1 Ls. | 25,000.00[$ 25,000.00 § _2500000|$ _25,000.00l] $__25,000.00| $ 25,000.00] 52500000] S 2500000[3 25,.00000] $ 25,000.00] $ _25,000.00[ $25,000.00 TOTAL BASE BID AMOUNT $417,328.81 $581,529.00 $944,475.00 $ 1,064,529.50 $ 1,111,950.00 $ 1,324,800.00

ROCK SPRING GOLF CLUB CART PATH IMPROVEMENTS BIDS RECEIVED ON: APRIL 5, 2022 ENGINEER'S TABULATION OF BASE BIDS T D&L Paving Contractors, Inc. 8 Pav-Con Construction, Inc. 9 Flanagan's Contracting Group, Inc. Contractor Name 675 Franklin Avenue Contractor Name 585 Forest Street Contractor Name 90 Old Camplain Road Street Address Street Address Street Address Nutley NJO7110 Orange NJ07050 Hillsborough NJ08844 City State/Zip City Statelzip City State/Zip Item # Description Quantity | Unit Unit Price Amount Unit Price Amount Unit Price Amount 1 MOBILIZATION 1 is [S 26,000.00] $ 25,000.00] $ _25,000.00| $ 25,000.00] $ 150,000.00 $150,000.00 2 FUEL PRICE ADJUSTMENT 1 DOLLAR | $ __13,000.00|$ 13,000.00] 13,000.00| $ _13,000.00|$ 13,000.00] $ _ 13,000.00 3 ASPHALT PRICE ADJUSTMENT 1 DOLLAR |$ 7,500.00] $ _7,500.00]$ 7.50000|$ 7,500.00] $ __—7,500.00| $ 7,500.00 4 CLEARING SITE 1 Ls__|$ 100,000.00] $ 100,000.00] $ _65,000.00| $ 65,000.00] $__78,809.00| $78,809.00 EXCAVATION, UNCLASSIFIED 5 (lf AND WHERE DIRECTED) 400 cy |$ 45.00] $ 18,000.00] $ 25.00] $ 10,000.00] $ 30.00] $ 12,000.00 EXCAVATION, TEST PITS 6 (F AND WHERE DIRECTED) 30 cy |s 500.00] $ 15,000.00] $ 100.00 | $ 3,000.00 | $ 10.00 | $ 300.00 DENSE GRADED AGGREGATE BASE COURSE, 4” THICK (IF AND 7 WHERE DIRECTED) 50 cy |s 150.00 | $ 7,500.00 | $ 50.00] $ 2,500.00 | $ 67.00] $ 3,350.00 8 1-14 SOIL AGGREGATE 525 cy |s 150.00] $ 78,750.00] $ 40.00] $ 24,000.00] $ 67.00| $ 35,175.00 HMA -5 SURFACE COURSE, 2” THICK 9 (PF AND WHERE DIRECTED) 300 Ton |$ 150.00} $ 45,000.00] $ 125.00] $ 37,500.00] $ 150.00] $ 48,000.00 10 DIA. DUCTILE IRON PIPE (IF AND WHERE DIRECTED) 50 _[s 500.00[$ 25,000.00] $ 72500 $ 6,250.00 $ S7.00[ $4,350.00 4 DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 us 80.00[$ 4,000.00] $ 50.00|$ 2,500.00 $ 45.00| $2,250.00 12 DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 us 100.00 | $ 5,000.00 | $ 50.00 | $ 2,500.00 | § 46.00[ $2,900.00 13 42" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 uF os 100.00 | 5,000.00 | $ 75.00 | $ 3,750.00 | $ 48.00| $ 2,400.00 14 15" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 30 Fs 125.00 | $ 6,250.00 | $ 700.00 | $ 5,000.00 | $ 51.00[$ 2,650.00 15 LAWN INLET, 2X2" 12 unit [Ss 7,200.00/$ 14,400.00 | $ 7000.00| $ 12,000.00] $ _2,000.00| $ 24,000.00 6” DIA. HDPE FLARED END SECTION 16 (OF AND WHERE DIRECTED) 2 unit |S 500.00 | $ 1,000.00 | $ 260.00 | $ 500.00 | $ 500.00 | $

Ss 7,200.00/$ 14,400.00 | $ 7000.00| $ 12,000.00] $ _2,000.00| $ 24,000.00 6” DIA. HDPE FLARED END SECTION 16 (OF AND WHERE DIRECTED) 2 unit |S 500.00 | $ 1,000.00 | $ 260.00 | $ 500.00 | $ 500.00 | $ 1,000.00 8” DIA. HDPE FLARED END SECTION 7 (F AND WHERE DIRECTED) 2 unit | s 600.00 | $ 1,200.00 | $ 250.00 | $ 500.00 | $ 500.00 | $ 1,000.00 12" DIA. HDPE FLARED END SECTION 18 (F AND WHERE DIRECTED) 2 unit | s 750.00 | $ 1,500.00 | $ 500.00 | $ 1,000.00 } $ 500.00 | $ 4,000.00 15" DIA, HDPE FLARED END SECTION 19 (iF AND WHERE DIRECTED) 2 unt | $s 1,000.00 | § 2,000.00 | $ 750.00 | $ 1,500.00 | $ 600.00] $ 4,200.00 TEMPORARY CHAIN LINK FENCE, 4 HIGH 7 20 (iF AND WHERE DIRECTED) 500 LFS 10.00] § 5,000.00 | $ 15,00] § 7,500.00 | $ 25.00] $ 12,500.00 CART PATH, 6.5° WIDE, 6.5” THICK (INCLUDING EXCAVATION, 24 EL ATEWORE AitS GERDINES 16000 sy |s 50.00] $ 800,000.00] $ 75.00] $ 1,200,000.00 | $ 85.00 | $ 1,040,000.00 TRIMMING EXISTING TREES, OVER 6” TO 12” DIAMETER (IF AND 22 WHERE DIRECTED) 1 unit | $ 500.00 | $ 500.00 | $ 500.00 | $ 500.00 | $ 546.00 | $ 546.00 TREE REMOVAL, OVER 4” TO 8" DIAMETER 23 iF AND WHERE DIRECTED) 1 UNIT |S 500.00 | $ 500.00 | $ 500.00 | $ 500.00 | $ 432.00 | $ 432.00 TREE REMOVAL, OVER 8" TO 12" DIAMETER 24 OE AND WHERE DIRECTED) 1 unit | s 500.00 | $ 500.00 | $ 750.00 | $ 750.00 | $ 546.00 | $ 546.00 TREE REMOVAL, OVER 12" TO 16" DIAMETER 25 GF AND WHERE DIRECTED) 1 unit | s 1,000.00 | $ 1,000.00 | $ 4,000.00 | $ 1,000.00 | $ 948.00 | $ 948.00 TREE REMOVAL, OVER 16" TO 20° DIAMETER 26 OF AND WHERE DIRECTED) 1 unit | 1,200.00 | $ 1,200.00] § 1,500.00 | $ 1,500.00 | $ 1,380.00 | § 1,380.00 TREE REMOVAL, OVER 20" TO 24” DIAMETER a iF AND WHERE DIRECTED) 1 unit | s 1,500.00 | $ 4,500.00} $ 2,000.00/$ 2,000.00] $ — 1,867.00] § 41,667.00 TREE REMOVAL, OVER 24" TO 28" DIAMETER 28 iF AND WHERE DIRECTED) 1 unt | s 2,000.00 | $ 2,000.00 | $ 2,500.00 | $ 2,500.00} $ 2,875.00} $ 2,875.00 TREE REMOVAL, OVER 28" TO 32" DIAMETER 29 (F AND WHERE DIRECTED) 1 unit | $ 3,000.00 | $ 3,000.00} § 4,000.00 | $ 4000.00) $ 4,082.00] $ 4,082.00 TREE REMOVAL, OVER 32" TO 36” DIAMETER 30 (F AND WHERE DIRECTED) 1 unt | $s 3,500.00 | § 3,500.00} $ 4,500.00] $ 4,500.00] $ 4,082.00] $ 4,082.00 TOPSOIL SPREADING, TYPE A 34 (iP AND WHERE DIRESTED} 10000 sy |s 10.00] $ 100,000.00] $ 5.00] $ 50,000.00 | $ 5.00|$ 50,000.00 FERTILIZING AND SEEDING, TYPE A 32 (F AND WHERE

0] $ 4,082.00] $ 4,082.00 TOPSOIL SPREADING, TYPE A 34 (iP AND WHERE DIRESTED} 10000 sy |s 10.00] $ 100,000.00] $ 5.00] $ 50,000.00 | $ 5.00|$ 50,000.00 FERTILIZING AND SEEDING, TYPE A 32 (F AND WHERE DIRECTED) 10000 sy |$ 1.00] $ 10,000.00} $ 1.50] $ 15,000.00] $ 1.60| $ 16,000.00 33 STRAW MULCHING (IF AND WHERE DIRECTED) 10000 sy |s 1.00] $ 10,000.00} $ 150|$ 15,000.00] $ 1.50| $ 15,000.00 34 CONTRACT ALLOWANCE 1 Ls. |S 25,000.00] $ 25,000.00] $ 25,000.00] $ 25,000.00] $ __25,000.00[ $___ 25,000.00 TOTAL BASE BID AMOUNT $ 1,338,800.00 $ 1,549,750.00 $ 1,562,242.00

ROCK SPRING GOLF CLUB CART PATH IMPROVEMENTS BIDS RECEIVED ON: APRIL 5, 2022 ENGINEER'S TABULATION OF ALTERNATE BIDS 7 Z I Z z 5 6 SIDD & ASSOCIATES, LLC DLS CONTRACTING, INC GRABOWSKI CONSTRUCTION ING] _Reivax Contracting Group PM CONSTRUCTION CORP. SALMON BROS. INC Contractor Name Contractor Name Contractor Name Contractor Name Contractor Name Contractor Name ORT. 33W. 36 MONTESANO ROAD. 770 NORTHFIELD AVENUE 68 Finderne Avenue 1310 Central Avenue PO BOX 67 Street Address Street Address Street Address Street Address Street Address Street Address ILLSTONE NJ 08535, AIRFIELD. NJ 07004 WEST ORANGI__NJ 07052 Bridgewater NJ 08807, Hillside NJ07205 NETCONG NJ 07857 ity State/Zip | ‘Pity State/zip__ | City State/Zip City State/Zip City State/Zip City State/Zip Item # Description Quantity | Unit nit Price ‘Amount [nit Price Amount] | Unit Price Amount Unit Price Amount Unit Price Amount Unit Price Amount 1 MOBILIZATION 1 is | 3 \2nesot0| 5 2negpt0[s | zaaze00|s 2aagpoo|s 45 00000[$ 45,000.00] $3,950.00 $ 3,950.00 | $ 50,000.00 | § 0,000.00 $ 50,000.00 | $ 350,000.00 2 FUEL PRICE ADJUSTMENT 1 DOLLAR | $_\17,000.00|$ 17.00.00] s \ 17.000.00]8 17.0go.00] s 17,00000|$ 17,000.00] $ 17,000.00 $ 17,000.00| § 17,000.00 | $ 17,000.00 | $ 17,000.00 | $ 17,000.00 3 ASPHALT PRICE ADJUSTMENT 1 DOLLAR | $_\ 10,000.00[ $ 10.00.00] $ | 10.000.00[ $s _t0,qbo.00| $ 10,00000| $10,000.00] $70,000.00 ['$ 70,000.00] § 10,000.00 | $ 40,000.00 | $ 10,000.00 | $ 70,000.00 4 CLEARING SITE 1 ts__| 5 \2420250|$ 24,992.50] S$ _\95,000.00|$ _95,f00.00| $ _80,000.00[ $80,000.00] $49,772.00] $ 49,772.00 | § 50,000.00 | § 50,000.00 | $ 150,000.00] $ 150,000.00 EXCAVATION, UNCLASSIFIED 5 eee RESTON 400 cy |s \ 53.33 | $ 21p2.00 $ \ 60.00 | § 24fo00.00 s 30.00/$ 12,000.00] $ 69.50 | s 27,800.00 | $ 1.00 | s 400.00 $ 50.00 | $ 20,000.00 EXCAVATION, TEST PITS 6 (AMD WHERE DIRECTED) 30 cy |s \ 59.25 | $ frre s \ 10.00 | s [= oo} § 30.00 | $ 900.00 | $ 185.15 | $ 5,554.50 | $ 100.00 | $ 3,000.00 | $ 75.00 | $ 2,260.00 DENSE GRADED AGGREGATE BASE COURSE, 4" THICK (IF AND 7 WHERE DIRECTED) 50 cy $ \ 9.48|$ | 474.00] $ \ 0.00 $ a 000.00 | $ 45.00 | $ 2,250.00 | $ 171.90 | $ 8,595.00 | $ 1.00 | $ 50.00] $ 80.00] $ 4,000.00 8 |-14 SOIL AGGREGATE 525 cy |s \so2s $ Pirtos.as s e000 s [31,500.00] 45.00|$ 23,625.00 s 80.20 | $ 42,187.50] $ 40.00 | § 21,000.00 | $ 80.00 | § 42,000.00 HIMA FS SURFACE

50.00] $ 80.00] $ 4,000.00 8 |-14 SOIL AGGREGATE 525 cy |s \so2s $ Pirtos.as s e000 s [31,500.00] 45.00|$ 23,625.00 s 80.20 | $ 42,187.50] $ 40.00 | § 21,000.00 | $ 80.00 | § 42,000.00 HIMA FS SURFACE COURSE, 2° THICK 8 AND WHEREDIREGTED| 300 Ton | $ Aes 8 [65,760.00 $ A\p.00 s 60,000.00] $ 110.00} 33,000.00} $ 131.30 | § 39,390.00 | $ 400.00 | $ 30,000.00 | $ 150.00 | $ 45,000.00 70 8" DIA, DUCTILE IRON PIPE (IF AND WHERE DIRECTED) 50 iF |S 263 | 8) _1.481.60| $ 16.00 | & 7,500.00 | $ 60.00 | $ 3,000.00 § 736.45 | 6922.50 | $ 700.00 | $ 5,000.00 | $ 750.00 | $ 7,500.00 1 6" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 LF_|s 270 [s J 1,185.00] $ roto | $f 5,000.00 | $ 30,00 |S 7,500.00 § 85.95 | $ 4,297.50 | $ 50.00 | $ 2,600.00 | $ 700.00 | $ 5,000.00 12 8" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 LF s 4440 | SJ 2,370.00 $ ooo | $ J 5,000.00 | $ 30,00 § 7,500.00 | § 39.78 | § 4,489.00 | $ 70.00 | $ 3,500.00 | $ 75.00 | § 3,750.00 13 12" DIA, HDPE PIPE (IF AND WHERE DIRECTED) 50 ur_|s Tivo |S) 3,555.00 | $ roolpo| $f 5,000.00 | $ 40.00 | § 2,000.00 | § 91.85 | § 4,592.50 | § 700.00 | $ 5,000.00 | § 75.00 | § 3,750.00 14 15" DIA. HDPE PIPE (IF AND WHERE DIRECTED) 50 LF__|s o4ko| § 4,740.00 § jo0.lo [sf 5,000.00 s 50,00 |S 2,500.00 | S 97.90 | § 4,695.10 | $ 700.00 | § 5,000.00 | S 75.00 | § 3,750.00 15 LAWN INLET, 2X2" 12 wnt | s 1080 [9 1272696] $s 1,500.09 |s) _18,000.00| s _7,000.00[$ _12,.00000|$ 1,725.00] 20,700.00] $ 2,000.00] $ 24,000.00 | § 1,600.00 | $ 21,600.00 6" DIA. HDPE FLARED END SECTION 16 (AND WHERE DIRECTED) 2 unit | § 23. a li 4740] 1,500.0 1 3,000.00 | § 500.00 | § 1,000.00 | § 515.00 | $ 1,030.00] $ 2,000.00 | s 4,000.00 | $ 250.00 | $ 500.00 8" DIA. HDPE FLARED END SECTION 7 PANG Ohiene DEETEOH 2 unit | 5 47, all's 94.80] 1,500.00! 3,000.00 | $ 500.00 | § 1,000.00 | $ 518.00 | $ 1,036.00] $ 3,000.00] s 6,000.00 | $ 350.00 | § 700.00 12" DIA. HDPE FLARED END SECTION 18 iPANDURERE DIRECTED 2 unit | s n1.A0fh\s 142.20] 1,500.00 3,000.00 | 500.00 | $ 1,000.00 | $ 525.00 | § 1,050.00] $ §,000.00 | s 10,000.00 | § 400.00 | § 800.00 45" DIA. HDPE FLARED END SECTION 19 ie AN WHERE DIRECTED! 2 unit | s ong \ 1eo.60]S 1,500.0 \ 3,000.00] 1,000.00] $ 2,000.00 | $ 530.00 | $ 1,060.00] § 5,000.00 $ 10,000.00 | $ 500.00 | $ 4,000.00 TEMPORARY CHAIN LINK FENCE, 4’ HIGH = 20 TERE WERE CIneEreS) 500 us ‘Y 23,700.00 | $ 100 \ 5,000.00 | $ 25.00|$

0.00] $ 2,000.00 | $ 530.00 | $ 1,060.00] § 5,000.00 $ 10,000.00 | $ 500.00 | $ 4,000.00 TEMPORARY CHAIN LINK FENCE, 4’ HIGH = 20 TERE WERE CIneEreS) 500 us ‘Y 23,700.00 | $ 100 \ 5,000.00 | $ 25.00|$ 12,500.00] $ 27.60 | $ 13,750.00 | $ 10.00 | $ 5,000.00} $ 25.00 | $ 12,500.00 CART PATH, 6.5° WIDE, 6.5" THICK (INCLUDING EXCAVATION, 21 SEER SnD GRADING) 20500 sy |s 97,170.00] $ topo s\ 205,000.00 | $ 35.60|$ 727,750.00] 43.02|s 881,910.00] $ 40.00} $ 820,000.00] $ 50.00|§ — 1,025,000.00 22 TRIMMING EXISTING TREES, OVER 6" TO 12" DIAMETER (IF AND 1 unit | s 534.25 | $ 533.25 | $ s0qo0 | $ 300.00] $ — 1,000.00| $ 1,000.00 | $ 495.00 | $ 495.00} $ 1,000.00 | $ 1,000.00 | $ 600.00 | $ 600.00 WHERE DIRECTED) TREE REMOVAL, OVER 4" T0 6" DIAMETER 23 TeANW Wenge RECTED) 1 unit | § 6.25 s \ 296.25 | $ ap oo | \ 300.00] $ 1,000.00] § 1,000.00 | $ 330.00 | $ 330.00 | $ 500.00 | § 500.00 | $ 500.00 | $ 500,00 TREE REMOVAL, OVER 8" TO 12° DIAMETER 7 24 Lee 1 unit | § pars 8 \ 41475 | $ fo 00 | s \ 350.00] 1,500.00] s 1,500.00] 1,034.00] $ 1,034.00] $ 1,000.00] $ 1,000.00 | $ 800.00 | $ 800.00 TREE REMOVAL, OVER 12" TO 16" DIAMETER , 25 fe daid WHERE DIRECTED) 1 unit | s ps 25 | § \ 533.25 | § poo 00 | s \ 500.00] 1,800.00] $ 4800.00) 1,738.00] $ 1,738.00] $ 2,000.00 | $ 2,000.00] 1,200.00] s 4,200.00 TREE REMOVAL, OVER 16" TO 20" DIAMETER 26 Ae WHERE DEC TEA 1 unit | s [ss 75|§ \ estzs $ [50 oo | s 650.00] $ 2,400.00] $ 2,400.00] 2,442.00| $ 2,442.00] $ 2,500.00 | & 2,500.00] 1,500.00 | $ 4,500.00 TREE REMOVAL, OVER 20" TO 24" DIAMETER 2 jonas WERE RECTED) 1 unit | s [ 888.75 | $ \se8.75 8 .900.00 $ 000.00} § 3,000.00] $ 3,000.00] $ 3,145.00] $ 3,145.00] 4,000.00] s 4,000.00] $ 2,000.00 | $ 2,000.00 ‘TREE REMOVAL, OVER 24" TO 28" DIAMETER = 28 Tea Tne DIRECTED) 1 unit | s [res 75 | $ tes 75] $ [1700000 s 00.00] s 4,000.00} s 4,000.00] $ 3,850.00] s 3,850.00] 8,000.00] 6,000.00} $s 2,300.00] $ 2,300.00 TREE REMOVAL, OVER 28" TO 32" DIAMETER 5) 29 AEA WHERE DIRECTED) 1 unit | s | 1,955.25 | $ 1s 25|s | 3,000.00 s ao oo|s 4,800.00] $ 4500.00) $ 4,554.00] s 4854.00] $ 10,000.00 | $ 40,000.00] $ 2,800.00 | $ 2,800.00 TREE REMOVAL, OVER 32" TO 36" DIAMETER 30 {PAND WHEREOIRECTED) 1 unit | s | 2,607.00 | $ 2tf00 $ | 3,500.00 | § 3p oo] 5,000.00] 5,000.00] $ 5,280.00] $ 5,280.00] $ 16,000.00] s 15,000.00] $ 3,500.00/$ 3,500.00 TOPSOIL SPREADING, TYPE A 7 31 {PND WHERE