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