99-22 Attachment.pdf

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

OIRECTED) 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 DIRECTED) 10000 sy | 2.98 | § 22,s0dp0 sf 3.00]8 30,0000] 400|$ 40,000.00} 5.20| § 52,000.00 | $ 5.00 | § 50,000.00 | $ 3.00 | 50,000.00 FERTILIZING AND SEEDING, TYPE A 32 REND WHeeE DIRECTED) 10000 sy | 1.07] 3 ro.004p | 200|$ 20,0000] s 200|s 20,000.00] § 0.8 | § 9,800.00 | $ 5.00 | § 50,000.00 | $ 2.00 | $ 20,000.00 33 STRAW MULCHING (IF AND WHERE DIRECTED) 10000 sy } 1.07|$ 10,700.01 I 1.00] s 10,00. s 1.00] 10,000.00} $ 0.50 | § 3,000.00 | $ 5.00 | $ 50,000.00 | $ 2.00 | $ 20,000.00 34 CONTRACT ALLOWANCE i Ls. [is __25,00000| § 25,000.00 25,000.00] $ 25,000.04 | $ _25,000.00|$ _-25,000.00| $__ 25,000.00 $ 25,000.00 | $ 25,000.00 | $ 26,000.00 | $ 25,000.00 | § 25,000.00 TOTAL BASE BID AMOUNT $426,118.81 $633,029.00 $_1,110,725.00 $__ 1,264,619.60 $_1,298,450.00 $__1,556,300.00