Tappan Zee Sales

- Concrete Form Work -

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IMG_0375

Symons Formwork - USED

Currently Located in Tomkins Cove, NY

Description Total Ea Weight Ext. weight
12FT M/F OUTSIDE CORNER 2 86.40 172.8
8FT M/F OUTSIDE CORNER 8 57.60 460.8
7FT M/F OUTSIDE CORNER 4 50.40 201.6
4FT M/F OUTSIDE CORNER 4 28.80 115.2
3FT M/F OUTSIDE CORNER 4 21.60 86.4
2FT M/F OUTSIDE CORNER 12 14.40 172.8
10' M/F FILLER ANGLE      (P) 12 38.00 456.0
REV ANCHOR CLAMP 58 59.05 3,424.9
40K ANCHOR BRACKET 58 155.50 9,019.0
HEAVY DUTY BRACE BRACKET 48 38.00 1,824.0
HEAVY DUTY SHOE 32 12.90 412.8
7/8INX5INX7IN FLAT WASHER 22 8.00 176.0
3/4IN HOLD DOWN ROD X 24IN 64 2.00 128.0
ALT WALKWAY BRKT 52 25.20 1,310.4
GUARDRAIL POST FOR ALT WLK BKT 102 13.70 1,397.4
TOP TIE / LIFT BRACKET 8 11.20 89.6
M/F HEAVY DUTY LIFT BRACKET 8 49.50 396.0
3/4INX2IN SPEED BOLT 5860 0.40 2,344.0
3/4INX3IN SPEED BOLT 160 0.60 96.0
3/4INX4IN SPEED BOLT 50 0.70 35.0
3/4IN SPEED NUT 6196 0.20 1,239.2
1 1/2 IN X 6 IN GIRDER BOLT 292 3.80 1,109.6
96K BATTER WASHER 40 8.40 336.0
3/4" X 5" LONG PIN 32 0.90 28.8
HAIR PIN CLIP 32 0.02 0.6
ADJUSTABLE BRACE-TYPE 3 16 50.00 800.0
8FT-0 SOLDIER BEAM 16 150.30 2,404.8
4FT-0 SOLDIER BEAM 16 85.50 1,368.0
SOLDIER END PLATE 36 11.00 396.0
2W x8' STS panels get NO girder blocks. Please install tie pockets but do not drill out. 8 395.00 3,160.0
4"x4" x 1/4" x12' long custom top tie 47 154.00 7,238.0
1" A490 girder bolts 160 1.08 172.8
1" A490 girder bolt nuts 160 0.41 65.6
1-1/2" x 8"B-14 coil bolts 58 6.30 365.4
12wHD x8' (no tie pockets required) 52 3,113.00 161,876.0
12wHD x3' (no tie pockets required) 12 1,448.00 17,376.0
12wHD x2' (no tie pockets required) 12 1,118.00 13,416.0
9w x4' STS (no Girder blocks or tie pockets required) 12 835.00 10,020.0
9w x8' STS (no Girder blocks or tie pockets required) 12 1,600.20 19,202.4
8wx20' (dance floor panels under sign post) 4 4,762.70 19,050.8
8wx20' (dance floor panels out side columns) 4 4,230.00 16,920.0
8wx20' (dance floor panels inside columns with stripping door ) 4 4,725.00 18,900.0
8wx20' (dance floor panels typical) 10 4,762.70 47,627.0
3wx20' (dance floor panels typical) 6 1,788.00 10,728.0
2wx20' (dance floor panels typical) 2 1,192.00 2,384.0
10wx5.5' (dance floor panels column sides) 8 1,939.00 15,512.0
12wx8' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 52 2,415.40 125,600.8
12wx4' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 1,324.30 5,297.2
12wx2' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 8 742.80 5,942.4
12wx1' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 432.50 1,730.0
6wx8' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 979.20 3,916.8
6wx4' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 541.50 2,166.0
6wx2' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 301.80 1,207.2
2wx8' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 6 324.00 1,944.0
2wx2' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 6 134.90 809.4
2.5wx8' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 2 468.60 937.2
2.5 wx2' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 2 153.30 306.6
8' cor sect-in strip cor 4 302.00 1,208.0
4' cor sect-in strip cor 4 168.80 675.2
2' cor sect-in strip cor 4 90.50 362.0
2wx4' STS ( with tie pockets and girder blocks. Tie pockets not drilled out) 4 240.10 960.4
10.5wx8 2000 psf (slopping soffit panel no tie pockets, no Girder blocks) 5 2,327.70 11,638.5
10.5wx7 2000 psf (slopping soffit panel no tie pockets, no Girder blocks) 2 2,052.60 4,105.2
2wx8' Custom (cap top form with three gauge lines no tie pockets or girder blocks required) 26 478.10 12,430.6
2wx4' Custom (cap top form with three gauge lines no tie pockets or girder blocks required) 2 251.00 502.0
2wx2' Custom (cap top form with three gauge lines no tie pockets or girder blocks required) 2 137.50 275.0
2wx1' Custom (cap top form with three gauge lines no tie pockets or girder blocks required) 2 80.80 161.6
6wx12' STS (cap top , panels required tie pockets and ALL of them drilled out and girder blocks) 16 1,437.60 23,001.6
6wx3' STS (cap top , panels required tie pockets and ALL of them drilled out and girder blocks) 2 423.00 846.0
6wx8' STS (cap top , panels required tie pockets and ALL of them drilled out and girder blocks) 2 979.20 1,958.4
8' strip sect-in strip cor 4 141.00 564.0
4' strip sect-in strip cor 4 80.80 323.2
2' strip sect-in strip cor 4 45.30 181.2
530k support brackets 4 1,783.00 7,132.0
530k bolt on sand jack 4 403.90 1,615.6
1/2", thick shim plate 28 70.10 1,962.8
1/4"thick shim plate 16 35.00 560.0
10 Ga, thick shim plate 16 19.30 308.8
6" dia x 14'L?  Thru bolts for 8'-6" square columns (verify rebar spacing for thur bolt location) 4 1,417.00 5,668.0
530K spreader beams 4 1,572.80 6,291.2
galvanized double imbed tubes for brackets. 20 154.90 3,098.0
galvanized double imbed tubes Plugs 10 11.10 111.0
galvanized double imbed tube spacers 20 22.20 444.0
custom HD lifting brackets 4 - -
B-13 coil nut 1.5" dia. 62 1.29 80.0
24" L x 1.5" 85K custom she bolt 62 10.20 632.4
1-1/8" x 12' inner rod e-galvanized, wegiht is per LF ft. 80 2.70 216.0
D-32 1-1/8" dia Female closed coupler e-galvanized 60 2.80 168.0
12W x 8L STS 4 2,415.40 9,661.6
12W x 4L STS 4 1,324.30 5,297.2
12W x 1L STS 4 432.50 1,730.0
10FT 6INW x 8L Soffit Panel 8 2,327.70 18,621.6
10FT 6INW x 4L Soffit Panel 8 1,226.30 9,810.4
10FT 6INW x 2L Soffit Panel 4 675.60 2,702.4
10FT 6INW x 1L Soffit Panel 2 400.20 800.4
8FT 11INW x 8L Soffit Panel 4 1,805.00 7,220.0
8FT 11INW x 2L Soffit Panel 2 530.60 1,061.2
8W x 12L STS 48 2,009.20 96,441.6
8W x 12L Bearing Panel STS 4 3,125.20 12,500.8
8W x 8L STS 10 1,371.20 13,712.0
8W x 2L STS 4 428.40 1,713.6
8W x 1L STS 8 248.10 1,984.8
6W x 12L STS 24 1,437.60 34,502.4
6W x 8L STS 6 979.20 5,875.2
6W x 2L STS 4 301.80 1,207.2
6W x 1L STS 8 172.10 1,376.8
4W x 12L STS 25 950.50 23,762.5
4W x 8L STS 1 650.70 650.7
4W x 2L STS 2 211.80 423.6
4W x 1L STS 2 121.80 243.6
3W x 1L STS 4 100.00 400.0
2.5W x 8L STS 8 468.60 3,748.8
2W x 8L STS 1 408.60 408.6
2W x 4L STS 3 240.10 720.3
2W x 2L STS 2 134.90 269.8
2W x 1L STS 1 74.60 74.6
9FT CUSTOM INSIDE CORNER 4 1,706.00 6,824.0
9FT Outside Corner 4 64.80 259.2
8FT Outside Corner 16 57.60 921.6
4FT Outside Corner 6 28.80 172.8
2FT Outside Corner 1 14.40 14.4
1FT Outside Corner 8 7.20 57.6
10FT 6IN Filler Angle 12 39.90 478.8
140K Two Postion Anchor Bracket 8 303.80 2,430.4
140K Jacks w/ Sand Jack 8 177.30 1,418.4
150K Multi Spreader Beam 8 387.30 3,098.4
8IN x 16FT Waler 16 381.00 6,096.0
5IN x 12FT Waler 13 1,658.00 21,554.0
5IN x 10FT Waler 2 135.00 270.0
5IN x 8FT Waler 6 109.00 654.0
Waler Splice Chanel 22 26.80 589.6
16IN Waler Rod 44 7.40 325.6
6IN x 6IN x 1/2IN Washer 46 8.00 368.0
85K She Bolt 372 10.20 3,794.4
5IN x7IN x 7/8IN Washer 326 8.00 2,608.0
1-1/2IN Hex Nut 372 1.29 479.9
Top Tie Lift Bracket 46 11.20 515.2
HD Lift Bracket 16 49.50 792.0
12FT Top Tie 21 67.47 1,416.9
Alt Walkway Brackt 66 25.20 1,663.2
Horizontal Walkway Mount 42 27.80 1,167.6
Upright for Alt Walkway Bracket 108 13.70 1,479.6
67-1/2IN Pier Cap Brace 8 44.75 358.0
56IN Brace Extension 8 15.80 126.4
Brace Shoe 16 12.90 206.4
24IN Tie Down Rod 16 2.00 32.0
Pivot Bracket 13 41.30 536.9
12FT Soldier Beam 32 215.00 6,880.0
4FT Soldier Beam 12 84.50 1,014.0
2FT Soldier Beam 12 52.50 630.0
Strut Jack 24 52.80 1,267.2
Guide Tie Angle 72 2.20 158.4
Soldier Tie Plate 12 17.00 204.0
2FT x 6FT Shoring Frame 42 60.00 2,520.0
CB45 28 9.00 252.0
CB44 28 9.00 252.0
Meter Screw Jack 168 20.00 3,360.0
U-Head 84 8.30 697.2
1/2IN Attachment Screw 170 0.10 17.0
1/2IN Nut 370 0.10 37.0
21FT Aluminum Joist 8 73.30 586.4
11FT Aluminum Joist 64 38.40 2,457.6
Beam Attachemnt Clip 200 0.30 60.0
All Joist T-Bolt 200 0.10 20.0
8FT 11INW x 2L Soffit Panel STS 1 530.60 530.6
8W x 12L Bearing Panel STS 4 3,125.20 12,500.8
8W x 2L STS 3 428.40 1,285.2
8W x 1L STS 3 248.10 744.3
6W x 12L STS 28 1,437.60 40,252.8
6W x 8L STS 3 979.20 2,937.6
6W x 2L STS 2 301.80 603.6
4W x 8L STS 2 650.70 1,301.4
9FT CUSTOM INSIDE CORNER Right 2 1,706.00 3,412.0
9FT CUSTOM INSIDE CORNER Left 2 64.80 129.6
12FT Top Tie / Lap Angle? 23 67.47 1,551.8
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IMG_0375
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Currently Located in Tomkins Cove, NY