QUARRY SPALLS Clause Samples

QUARRY SPALLS. Passing 8" square sieve 100% % Passing 3" square sieve 40% maximum % Passing 3/4" square sieve 10% maximum Rock may not contain more than 5 percent vegetative debris or trash. All percentages are by weight.
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QUARRY SPALLS. Passing 8" square sieve 100% % Passing 3" square sieve 40% maximum % Passing 3/4" square sieve 10% maximum Rock may not contain more than 5 percent vegetative debris or trash. All percentages are by weight. Measurement of specified rock depths, are defined as the compacted depth(s) using the compaction methods required in this road plan. Estimated quantities specified in the ROCK LIST are compacted yards. Purchaser shall apply adequate amounts of rock to meet the specified rock depths. Specified rock depths are minimum requirements and are not subject to reduction.
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QUARRY SPALLS. 560.00 1,600.00 1,040.00 1,200.00 640.00 1,240.00 680.00 565.0000 TON 19.7500 -21.00 % 35.0000 40.00 % 37.0000 48.00 % 14,125.00 11,158.75 -2,966.25 19,775.00 5,650.00 20,905.00 6,780.00 HWY : SR 020 ------- 7TH BIDDER ------- ------- 8TH BIDDER ------- ------- 9TH BIDDER ------- TITLE : SR 20 RED CABIN CREEK - CED 10A021 KLB CONSTRUCTION, INC. MIDMOUNTAIN CONTRACTORS, INC. JWH CONSTRUCTION - WSU ▇▇▇▇ - ▇▇▇▇▇ ▇▇ ▇▇ ▇▇▇ ▇▇▇ ▇▇▇ ▇▇ ▇▇▇ ▇▇▇▇▇▇ LYNNWOOD WA 98087-1549 98033-6391 PROJECT : MUKILTEO WA 982750158 KIRKLAND WA 980832909 PULLMAN WA 991642220 COUNTY(S) : SKAGIT CONTRACTOR NUMBER : 100310 CONTRACTOR NUMBER : 100390 CONTRACTOR NUMBER : 999701 ENGR'S. EST. ITEM ITEM DESCRIPTION UNIT PRICE PER UNIT/ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ PRICE PER UNIT/ % DIFF./ NO. EST. QUANTITY MEAS TOTAL AMOUNT TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. TOTAL AMOUNT AMT.DIFF. DRAINAGE 114.0000 L.F. 10.0000 15.0000 50.00 % 100.0000 900.00 % 18.2400 82.40 % 1,140.00 1,710.00 570.00 11,400.00 10,260.00 2,079.36 939.36 CULV. PIPE 12 IN. DIAM. 10.0000 L.F. 40.0000 45.0000 12.50 % 100.0000 150.00 % 50.0000 25.00 % 400.00 450.00 50.00 1,000.00 600.00 500.00 100.00 CULV. PIPE 18 IN. DIAM. 75.0000 L.F. 50.0000 47.5000 -5.00 % 50.0000 0.00 % 55.0000 10.00 % 3,750.00 3,562.50 -187.50 3,750.00 0.00 4,125.00 375.00 CULV. PIPE 24 IN. DIAM. 155.0000 L.F. 50.0000 53.9500 7.90 % 70.0000 40.00 % 65.0000 30.00 % 7,750.00 8,362.25 612.25 10,850.00 3,100.00 10,075.00 2,325.00 20 UNDERDRAIN PIPE 6 IN. DIAM. 21 SCHEDULE A 22 SCHEDULE A 23 SCHEDULE A 24 CL. V REINF. CONC. CULV. PIPE 12 IN. DIAM. 168.0000 L.F. 42.0000 49.6000 18.10 % 35.0000 -16.67 % 95.0000 126.19 % 7,056.00 8,332.80 1,276.80 5,880.00 -1,176.00 15,960.00 8,904.00 25 TEMPORARY STREAM DIVERSION L.S. -16.67 % -16.67 % 7.34 % 26 STREAM BED MIX A 18,000.00 15,000.00 -3,000.00 15,000.00 -3,000.00 19,322.00 1,322.00 1300.0000 C.Y. 14.8000 48.00 % 40.0000 300.00 % 7.0500 -29.50 % 27 STREAM BED MIX B 13,000.00 19,240.00 6,240.00 52,000.00 39,000.00 9,165.00 -3,835.00 1774.0000 C.Y. 14.8000 -56.47 % 40.0000 17.65 % 6.9000 -79.71 % 28 LAUNCHABLE ROCK TOE MIX 60,316.00 26,255.20 -34,060.80 70,960.00 10,644.00 12,240.60 -48,075.40 1470.0000 TON 10.5000 -71.62 % 40.0000 8.11 % 15.4100 -58.35 % 54,390.00 15,435.00 -38,955.00 58,800.00 4,410.00 22,652.70 -31,737.30 STRUCTURE 29 TEMPORARY BRIDGE #1 L.S. -66.09 % -59.15 % -38.73 % 122,400.00 41,500.00 -80,900.00 50,000.00 -72,400.00 75,000.00 -47,400.00 HWY : SR 020 ------- 7TH B...
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QUARRY SPALLS. Passing 8” square sieve 100% % Passing U.S. #40 sieve 5% maximum Measurement of specified rock depths are defined as the compacted depth using the compaction methods required in this road plan. Estimated quantities specified in the ROCK LIST are loose yards. Purchaser shall apply adequate amounts of rock to meet the specified rock depths. Specified rock depths are minimum requirements and are not subject to reduction.
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