MistonBerm_Quantities-Contractor_1-16-19.xlsx

XLSX spreadsheet 81 KB Posted Jan 16, 2019

Attached to: Miston/Ridgely Levee Restoration and Berm Construction Federal contract opportunity
Solicitation number: W912EQ19B0001
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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Quantities Spreadsheet

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Other files for this federal contract opportunity

Other files attached to Miston/Ridgely Levee Restoration and Berm Construction, newest first.
File	Type	Posted
W912EQ19B0001-ABSTRACT.pdf	PDF	Jan 30, 2019
Amendment0004.pdf	PDF	Jan 25, 2019
Site_Visits_for_Miston-Ridgely_Berm_18B0001.pdf	PDF	Jan 24, 2019
Amend_0003.pdf	PDF	Jan 16, 2019
Amendment_0002.pdf	PDF	Jan 4, 2019
amendment0001.pdf	PDF	Dec 27, 2018
A22-_Plans-Miston_-_Ridgely.pdf	PDF	Dec 18, 2018
A22-Specifications-Miston-Ridgely.pdf	PDF	Dec 18, 2018
A22-Solicitation-.pdf	PDF	Dec 18, 2018

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Excavation_Quantities

Station		Distance	Excavation	Excavation Quantities
Mile	Station	Ft	SqFt	Volume Cuyd
14	5025	0.00	532
15	62	232.98	532	4590.57
15	134	72.00	494	1368.00
15	206	72.00	541	1380.00
15	461	255.00	528	5048.06
15	666	205.00	547	4081.02
15	883	217.00	300	3403.69
15	1030	147.02	300	1633.56
Total		1201	471.8	21505

15	1570	0.00	346
15	1583	12.98	346	166.34
15	1683	100.00	309	1212.96
15	1818	135.01	341	1625.12
15	1968	150.00	386	2019.44
15	2242	274.00	398	3978.07
15	2400	158.00	406	2352.44
15	2632	232.00	433	3604.59
15	2832	200.01	279	2637.17
15	3032	200.00	340	2292.59
15	3232	200.00	375	2648.15
15	3432	200.00	588	3566.67
15	3612	180.00	668	4186.67
15	3812	200.03	676	4978.52
15	3955	142.97	751	3778.11
15	4100	145.00	751	4033.15
Total		2530	462.1	43080

16	200	0	306
16	275	75.00	306	850.00
16	401	125.99	451	1766.19
16	601	200.00	212	2455.56
16	801	200.00	372	2162.96
16	820	19.01	372	261.92
Total		620	336.5	7497

16	870	0.00	367
16	1001	130.99	367	1780.49
16	1201	200.00	365	2711.11
16	1401	200.00	345	2629.63
16	1601	200.00	553	3325.93
16	1801	200.00	447	3703.70
16	2001	200.00	520	3581.48
16	2201	200.00	420	3481.48
16	2421	220.00	340	3096.30
16	2621	200.00	326	2466.67
16	2821	200.00	425	2781.48
16	2889	68.00	400	1038.89
16	2910	21.01	400	311.26
Total		2040	405.8	30908

16	3230	0.00	342
16	3289	59.00	342	747.33
16	3489	200.00	318	2444.44
16	3682	193.00	295	2190.91
16	3882	200.00	302	2211.11
16	4082	200.00	273	2129.63
16	4305	223.00	360	2614.06
16	4474	169.03	364	2266.25
16	4604	130.00	414	1872.96
16	4804	200.00	373	2914.81
16	5004	200.00	376	2774.07
16	5204	200.00	364	2740.74
17	110	200.00	459	3048.15
17	310	200.00	548	3729.63
17	510	200.00	493	3855.56
17	710	200.00	264	2803.70
17	910	200.00	266	1962.96
17	1110	200.00	270	1985.19
17	1310	200.00	267	1988.89
17	1510	200.00	388	2425.93
17	1775	265.00	387	3803.24
17	1875	100.00	458	1564.81
17	1950	75.00	411	1206.94
17	1990	40.00	411	608.89
Total		4054	364.4	53890
				102%

19	1790	0.00	536
19	1825	35.00	536	694.81
19	2000	175.00	425	3114.35
19	2200	200.00	406	3077.78
19	2400	200.00	461	3211.11
19	2600	200.00	481	3488.89
19	2800	200.00	529	3740.74
19	3000	200.00	426	3537.04
19	3200	200.00	444	3222.22
19	3400	200.00	556	3703.70
19	3570	170.00	556	3500.74
Total		1780	486.9	31292

19	3610	0.00	300
19	3800	190.00	300	2111.11
19	3995	195.00	328	2267.78
19	4050	55.00	334	674.26
19	4350	300.00	346	3777.78
19	4750	400.00	477	6096.30
19	4850	100.00	477	1766.67
Total		1240	366.0	16694
Totals		13465		204866

Average SqFt Cut 413

Miston Berm Excavation Quantities (Part 1)

SlopeFlatteningQuantitiesEM

Station		Distance	Slope Flattening	Slope Flattening
Mile	Station	Ft	Fill SqFt	Fill Volume Cuyd
14	5025.00		466
15	61.98	232.98	466	4021.06
15	133.98	72.00	474	1253.33
15	205.98	72.00	486	1280.00
15	460.98	255.00	470	4514.44
15	665.98	205.00	433	3428.06
15	882.98	217.00	486	3693.02
15	1030.00	147.02	486	2646.36
15	1082.98	52.98
15	1182.98	100.00
15	1282.98	100.00
15	1382.98	100.00
15	1482.98	100.00
15	1570.00	0.00	383	0.00
15	1582.98	12.98	383	184.12
15	1682.98	100.00	343	1344.44
15	1817.99	135.01	412	1887.64
15	1967.99	150.00	484	2488.89
15	2241.99	274.00	445	4713.81
15	2399.99	158.00	484	2718.19
15	2631.99	232.00	476	4124.44
15	2832.00	200.01	396	3229.79
15	3032.00	200.00	424	3037.04
15	3232.00	200.00	472	3318.52
15	3432.00	200.00	687	4292.59
15	3612.00	180.00	671	4526.67
15	3812.03	200.03	699	5074.84
15	3955.00	142.97	727	3775.47
15	4100.00	145.00	727	3904.26
16	0.99	94.23
16	200.00	199.01	435	0.00
16	275.00	75.00	435	1208.33
16	400.99	125.99	538	2270.15
16	600.99	200.00	300	3103.70
16	800.99	200.00	440	2740.74
16	820.00	19.01	440	309.79
16	870.00	50.00	444	0.00
16	1000.99	130.99	444	2154.06
16	1200.99	200.00	549	3677.78
16	1400.99	200.00	470	3774.07
16	1600.99	200.00	661	4188.89
16	1800.99	200.00	568	4551.85
16	2000.99	200.00	578	4244.44
16	2200.99	200.00	464	3859.26
16	2420.99	220.00	337	3263.33
16	2620.99	200.00	321	2437.04
16	2820.99	200.00	402	2677.78
16	2888.99	68.00	391	998.59
16	2910.00	21.01	391	304.26
16	3023.99	113.99
16	3123.99	100.00
16	3224.00	100.01
16	3230.00	6.00	431	0.00
16	3289.00	59.00	431	941.81
16	3489.00	200.00	385	3022.22
16	3682.00	193.00	358	2655.54
16	3882.00	200.00	341	2588.89
16	4082.00	200.00	418	2811.11
16	4305.00	223.00	454	3601.04
16	4474.03	169.03	495	2970.55
16	4604.03	130.00	470	2323.15
16	4804.03	200.00	438	3362.96
16	5004.03	200.00	435	3233.33
16	5204.03	200.00	417	3155.56
17	110.00	200.00	503	3407.41
17	310.00	200.00	534	3840.74
17	510.00	200.00	527	3929.63
17	710.00	200.00	360	3285.19
17	910.00	200.00	336	2577.78
17	1110.00	200.00	336	2488.89
17	1310.00	200.00	347	2529.63
17	1510.00	200.00	469	3022.22
17	1775.00	265.00	413	4328.33
17	1875.00	100.00	513	1714.81
17	1950.00	75.00	439	1322.22
17	1990.00	40.00	439	650.37
17	2102.31	112.31	88	1096.06
17	2202.31	100.00	184	503.70
17	2402.31	200.00	124	1140.74
17	2602.31	200.00	146	1000.00
17	2802.32	200.01	182	1214.88
17	3002.32	200.00	164	1281.48
17	3202.32	200.00	150	1162.96
17	3402.32	200.00	134	1051.85
17	3602.32	200.00	0	496.30
17	3802.32	200.00	182	674.07
17	4002.32	200.00	198	1407.41
17	4202.32	200.00	105	1122.22
17	4402.32	200.00	82	692.59
17	4602.32	200.00	88	629.63
17	4802.32	200.00	77	611.12
17	5002.32	200.00	61	511.10
17	5202.32	200.00	65	466.67
18	100.00	202.32	75	524.53
18	300.00	200.00	75	555.56
18	500.00	200.00	69	533.33
18	700.00	200.00	75	533.33
18	900.00	200.00	62	507.41
18	1100.00	200.00	55	433.33
18	1300.00	200.00	67	451.85
18	1500.00	200.00	76	529.63
18	1700.00	200.00	76	562.96
18	1900.00	200.00	71	544.44
18	2100.00	200.00	75	540.74
18	2300.00	200.00	70	537.04
18	2500.00	200.00	72	525.93
18	2700.00	200.00	57	477.78
18	2900.00	200.00	51	400.00
18	3150.00	250.00	216	1236.11
18	3300.00	150.00	193	1136.11
18	3460.00	160.00	139	983.70
18	3660.00	200.00	141	1037.04
18	3860.00	200.00	171	1155.56
18	4060.00	200.00	162	1233.33
18	4260.00	200.00	120	1044.44
18	4405.00	145.00	157	743.80
18	4515.00	110.00	95	513.33
18	4593.88	78.88	94	276.08
18	4793.92	200.04	113	766.82
18	4993.92	200.00	88	744.44
18	5193.92	200.00	75	603.70
19	95.00	200.00	77	562.96
19	295.00	200.00	80	581.48
19	495.00	200.00	80	592.59
19	695.00	200.00	81	596.30
19	800.00	105.00	129	408.33
19	1000.00	200.00	146	1018.52
19	1250.00	250.00	225	1717.59
19	1305.00	55.00	101	332.04
19	1550.00	245.00	95	889.26
19	1790.00	240.00	85	800.00
19	1825.00	35.00	621	457.59
19	2000.00	175.00	524	3710.65
19	2200.00	200.00	487	3744.44
19	2400.00	200.00	514	3707.41
19	2600.00	200.00	544	3918.52
19	2800.00	200.00	634	4362.96
19	3000.00	200.00	483	4137.04
19	3200.00	200.00	501	3644.44
19	3400.00	200.00	627	4177.78
19	3570.00	170.00	564	3749.44
19	3600.00	30.00	37	333.89
19	3610.00	10.00	351	71.85
19	3800.00	190.00	351	2470.00
19	3995.00	195.00	365	2585.56
19	4050.00	55.00	408	787.31
19	4350.00	300.00	540	5266.67
19	4750.00	400.00	795	9888.89
19	4850.00	100.00	795	2944.44
			Totals CuYds	280638

These tables do not include any of the

slope flattening quantites at all ramps

and roads

Slope Fattening Quanttiies (Part 2)

BermQuantities

Station		Distance	Berm	Berm
Mile	Station	Ft	Fill SqFt	Fill Volume Cuyd
16	573.00		0
16	600.99	27.99	519	269
16	800.99	200.00	585	4089
16	1000.99	200.00	718	4826
16	1200.99	200.00	700	5252
16	1400.99	200.00	768	5437
16	1600.99	200.00	748	5615
16	1800.99	200.00	793	5707
16	1900.00	99.01	793	2908
16	1945.00	45.00	0	661
Total Berm 4				34764

17	4160.00	0.00	0
17	4200.00	40.00	742	550
17	4402.32	202.32	767	5654
17	4602.32	200.00	717	5496
17	4700.00	97.68	1212	3489
17	4802.32	102.32	1135	4447
17	5002.32	200.00	1126	8374
17	5100.00	97.68	1187	4184
17	5202.32	102.32	832	3826
18	100.00	202.32	765	5983
18	300.00	200.00	794	5774
18	500.00	200.00	833	6026
18	700.00	200.00	862	6278
18	900.00	200.00	769	6041
18	1100.00	200.00	727	5541
18	1300.00	200.00	707	5311
18	1500.00	200.00	835	5711
18	1700.00	200.00	831	6170
18	1900.00	200.00	888	6367
18	2100.00	200.00	844	6415
18	2300.00	200.00	790	6052
18	2500.00	200.00	693	5493
18	2700.00	200.00	724	5248
18	2900.00	200.00	815	5700
18	3000.00	100.00	815	3019
18	3032.00	32.00	0	483
Total Berm 3				127631

18	4450.00	0.00	0
18	4500.00	50.00	1123	1039.81
18	4515.00	15.00	1123	623.89
18	4593.88	78.88	1051	3175.65
18	4793.92	200.04	968	7479.27
18	4993.92	200.00	737	6314.81
18	5193.92	200.00	629	5059.26
19	95.00	200.00	681	4851.85
19	295.00	200.00	676	5025.93
19	495.00	200.00	805	5485.19
19	695.00	200.00	923	6400.00
19	700.00	5.00	923	170.93
19	742.00	42.00	0	717.89
Total Berm 2				46344

19	1265.00	0.00	0
19	1300.00	35.00	720	466.67
19	1550.00	250.00	818	7120.37
19	1825.00	275.00	645	7450.46
19	2000.00	175.00	656	4216.20
19	2200.00	200.00	719	5092.59
19	2400.00	200.00	870	5885.19
19	2600.00	200.00	692	5785.19
19	2800.00	200.00	856	5733.33
19	3000.00	200.00	986	6822.22
19	3200.00	200.00	930	7096.30
19	3400.00	200.00	906	6800.00
19	3600.00	200.00	527	5307.41
19	3800.00	200.00	603	4185.19
19	3995.00	195.00	411	3661.67
19	4000.00	5.00	411	76.11
19	4025.00	25.00	0	190.28
Total Berm 1				75889

Total Berms 284628

Berm Quantites (Part 3)

Excavation_Conrtrol_table

EXCAVATION SEGMENT 7
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-87	M15 10+30	-68.0	8' OFF ASPHALT	13148982.09	889289.21
EX-88	M15 8+80	-67.9	8' OFF ASPHALT	13149132.07	889300.68
EX-89	M15 8+70	-54.8	5' INTO ASPHALT	13149143.01	889288.41
EX-90	M15 7+10	-54.4	5' INTO ASPHALT	13149302.60	889299.84
EX-91	M15 7+00	-62.4	3' OFF ASPHALT	13149311.98	889308.57
EX-92	M15 6+30	-62.3	3' OFF ASPHALT	13149381.79	889313.67
EX-93	M15 6+20	-56.3	3' INTO ASPHALT	13149392.21	889308.39
EX-94	M15 5+20	-56.6	3' INTO ASPHALT	13149491.91	889316.14
EX-95	M15 5+10	-62.5	3' OFF ASPHALT	13149501.45	889322.72
EX-96	M15 4+20	-63.3	3' OFF ASPHALT	13149591.15	889330.20
EX-97	M15 4+10	-60.3	EDGE OF ASPHALT	13149601.34	889327.97
EX-98	M15 2+20	-60.5	EDGE OF ASPHALT	13149790.80	889342.26
EX-99	M15 2+10	-62.6	2' OFF ASPHALT	13149800.62	889345.03
EX-100	M15 0+60	-63.5	2' OFF ASPHALT	13149950.14	889357.04
EX-101	M15 0+50	-61.7	EDGE OF ASPHALT	13149960.25	889355.98
EX-102	M14 50+96	-61.7	EDGE OF ASPHALT	13150109.84	889367.09
EX-103	M14 50+86	-64.7	3' OFF ASPHALT	13150119.59	889370.82
EX-104	M14 50+25	-65.2	3' OFF ASPHALT	13150180.38	889375.89
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 6
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-69	M15 41+00.00	-51.9	8' OFF ASPHALT	13145923.67	889038.50
EX-70	M15 39+70.00	-64.9	8' OFF ASPHALT	13146052.71	889058.96
EX-71	M15 39+60.00	-52.6	5' INTO ASPHALT	13146063.40	889047.18
EX-72	M15 38+20.00	-58.6	5' INTO ASPHALT	13146202.83	889061.15
EX-73	M15 38+10.00	-64.0	EDGE OF ASPHALT	13146212.51	889067.12
EX-74	M15 36+20.00	-67.8	EDGE OF ASPHALT	13146400.62	889082.57
EX-75	M15 36+10.00	-63.0	5' INTO ASPHALT	13146410.96	889078.56
EX-76	M15 32+70.00	-62.3	5' INTO ASPHALT	13146750.03	889103.71
EX-77	M15 32+60.00	-75.2	8' OFF ASPHALT	13146759.01	889117.37
EX-78	M15 26+90.00	-73.2	8' OFF ASPHALT	13147327.00	889160.51
EX-79	M15 26+80.00	-67.4	2' OFF ASPHALT	13147337.44	889155.58
EX-80	M15 24+00.00	-66.4	2' OFF ASPHALT	13147616.60	889177.30
EX-81	M15 23+90.00	-69.3	5' OFF ASPHALT	13147626.32	889181.06
EX-82	M15 22+40.00	-69.1	5' OFF ASPHALT	13147775.85	889193.00
EX-83	M15 22+30.00	-66.0	2' OFF ASPHALT	13147786.06	889190.76
EX-84	M15 19+70.00	-64.2	2' OFF ASPHALT	13148045.43	889209.98
EX-85	M15 19+60.00	-70.1	8' OFF ASPHALT	13148054.92	889216.67
EX-86	M15 15+70.00	-68.8	8' OFF ASPHALT	13148443.77	889246.71
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 5
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-61	M16 8+20.00	-61.8	EDGE OF ASPHALT	13145049.02	888731.74
EX-62	M16 7+00.00	-62.5	EDGE OF ASPHALT	13145160.03	888777.33
EX-63	M16 6+90.00	-69.5	7' OFF ASPHALT	13145166.70	888787.53
EX-64	M16 4+60.00	-67.7	7' OFF ASPHALT	13145380.64	888871.98
EX-65	M16 4+50.00	-61.4	1' OFF ASPHALT	13145392.27	888869.87
EX-66	M16 3+60.00	-60.3	1' OFF ASPHALT	13145476.16	888902.50
EX-67	M16 3+50.00	-67.1	8' OFF ASPHALT	13145482.87	888912.59
EX-68	M16 2+00.00	-61.4	8' OFF ASPHALT	13145624.10	888963.45
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 4
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-41	M16 29+10.00	-59.3	3' OFF ASPHALT	13143110.17	887951.61
EX-42	M16 27+80.00	-60.8	3' OFF ASPHALT	13143230.26	888001.43
EX-43	M16 27+70.00	-68.8	11' OFF ASPHALT	13143236.54	888012.62
EX-44	M16 24+00.00	-70.0	11' OFF ASPHALT	13143579.38	888151.77
EX-45	M16 23+90.00	-59.1	EDGE OF ASPHALT	13143592.74	888145.35
EX-46	M16 22+60.00	-59.7	EDGE OF ASPHALT	13143713.12	888194.42
EX-47	M16 22+50.00	-64.7	5' OFF ASPHALT	13143720.54	888202.78
EX-48	M16 20+50.00	-65.2	5' OFF ASPHALT	13143906.04	888277.86
EX-49	M16 20+40.00	-62.1	2' OFF ASPHALT	13143916.47	888278.70
EX-50	M16 19+80.00	-62.0	2' OFF ASPHALT	13143972.17	888301.00
EX-51	M16 19+70.00	-68.1	8' OFF ASPHALT	13143979.19	888310.38
EX-52	M16 17+00.00	-68.3	8' OFF ASPHALT	13144229.82	888410.81
EX-53	M16 16+90.00	-62.3	2' OFF ASPHALT	13144241.34	888408.93
EX-54	M16 15+70.00	-61.8	2' OFF ASPHALT	13144352.96	888453.00
EX-55	M16 15+60.00	-67.8	8' OFF ASPHALT	13144360.01	888462.31
EX-56	M16 14+00.00	-68.9	8' OFF ASPHALT	13144508.18	888522.69
EX-57	M16 13+90.00	-61.9	1' OFF ASPHALT	13144520.04	888519.95
EX-58	M16 13+10.00	-62.1	1' OFF ASPHALT	13144594.24	888549.86
EX-59	M16 13+00.00	-66.1	5' OFF ASPHALT	13144602.04	888557.30
EX-60	M16 8+70.00	-66.7	5' OFF ASPHALT	13145000.84	888717.54
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 3
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-17	M17 19+75.00	-66.1	2' OFF ASPHALT	13139066.06	886326.24
EX-18	M17 16+00.00	-58.6	2' OFF ASPHALT	13139416.24	886459.12
EX-19	M17 15+90.00	-56.5	EDGE OF ASPHALT	13139426.30	886460.91
EX-20	M17 14+30.00	-56.0	EDGE OF ASPHALT	13139574.78	886520.16
EX-21	M17 14+20.00	-66.1	10' OFF ASPHALT	13139580.29	886533.25
EX-22	M17 6+50.00	-67.1	10' OFF ASPHALT	13140294.44	886821.51
EX-23	M17 6+40.00	-54.2	3' INTO ASPHALT	13140308.52	886813.30
EX-24	M16 52+20.00	-56.2	3' INTO ASPHALT	13140970.30	887081.20
EX-25	M16 52+10.00	-62.3	3' OFF ASPHALT	13140977.30	887090.57
EX-26	M16 50+70.00	-61.3	3' OFF ASPHALT	13141107.46	887142.13
EX-27	M16 50+60.00	-63.4	5' OFF ASPHALT	13141115.95	887147.82
EX-28	M16 46+70.00	-63.6	5' OFF ASPHALT	13141477.44	887294.18
EX-29	M16 46+60.00	-58.6	EDGE OF ASPHALT	13141488.57	887293.33
EX-30	M16 44+80.00	-58.4	EDGE OF ASPHALT	13141655.52	887360.63
EX-31	M16 44+70.00	-63.6	5' OFF ASPHALT	13141662.86	887369.15
EX-32	M16 43+10.00	-63.7	5' OFF ASPHALT	13141811.14	887429.26
EX-33	M16 43+00.00	-60.7	2' OFF ASPHALT	13141821.53	887430.23
EX-34	M16 41+40.00	-61.1	2' OFF ASPHALT	13141969.72	887490.56
EX-35	M16 41+30.00	-65.1	6' OFF ASPHALT	13141977.49	887498.02
EX-36	M16 36+80.00	-65.1	6' OFF ASPHALT	13142394.39	887667.42
EX-37	M16 36+70.00	-61.2	2' OFF ASPHALT	13142405.09	887667.63
EX-38	M16 35+20.00	-60.6	2' OFF ASPHALT	13142544.30	887723.51
EX-39	M16 35+10.00	-63.7	5' OFF ASPHALT	13142552.41	887730.11
EX-40	M16 32+30.00	-62.7	5' OFF ASPHALT	13142812.17	887834.65
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 2
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-9	M19 35+70.00	-59.4	4' INTO ASPHALT	13127322.99	883073.32
EX-10	M19 32+70.00	-53.4	4' INTO ASPHALT	13127610.36	883159.65
EX-11	M19 32+60.00	-63.2	6' OFF ASPHALT	13127616.88	883172.00
EX-12	M19 29+70.00	-63.6	6' OFF ASPHALT	13127892.77	883261.35
EX-13	M19 29+60.00	-53.6	4' INTO ASPHALT	13127905.36	883254.90
EX-14	M19 27+10.00	-53.6	4' INTO ASPHALT	13128143.30	883331.62
EX-15	M19 27+00.00	-59.2	2' OFF ASPHALT	13128151.09	883340.04
EX-16	M19 17+90.00	-60.2	2' OFF ASPHALT	13129017.01	883619.93
Note: All Asphalt Offsets are measured from the edge of asphalt.

EXCAVATION SEGMENT 1
Point Number	Baseline Station	Baseline Offset	Asphalt Offset	Northing	Easting
EX-1	M19 48+50.00	-62.6	6' OFF ASPHALT	13126103.34	882685.28
EX-2	M19 43+50.00	-62.6	6' OFF ASPHALT	13126579.51	882837.79
EX-3	M19 43+40.00	-56.6	EDGE OF ASPHALT	13126590.87	882835.10
EX-4	M19 42+00.00	-56.6	EDGE OF ASPHALT	13126724.21	882877.79
EX-5	M19 41+90.00	-62.6	6' OFF ASPHALT	13126731.90	882886.55
EX-6	M19 37+30.00	-63.1	6' OFF ASPHALT	13127169.58	883027.70
EX-7	M19 37+20.00	-59.1	2' OFF ASPHALT	13127180.32	883027.00
EX-8	M19 36+10.00	-59.3	2' OFF ASPHALT	13127284.95	883060.94
Note: All Asphalt Offsets are measured from the edge of asphalt.

RIVERSIDE BORROW

Station		Distance	Borrow	Borrow	Slide
Mile	Station	Ft	Cut SqFt	Cut Volume Cuyd	Cut SqFt
14	5025.00
15	61.98	232.98
15	133.98	72.00
15	205.98	72.00
15	460.98	255.00
15	665.98	205.00
15	882.98	217.00
15	1082.98	200.00
15	1182.98	100.00
15	1282.98	100.00
15	1382.98	100.00
15	1482.98	100.00
15	1582.98	100.00
15	1682.98	100.00
15	1817.99	135.01
15	1967.99	150.00
15	2241.99	274.00
15	2399.99	158.00
15	2631.99	232.00
15	2832.00	200.01
15	3032.00	200.00
15	3232.00	200.00
15	3432.00	200.00
15	3612.00	180.00
15	3812.03	200.03
15	3955.00	142.97
16	0.99	238.99
16	275.00	274.01
16	400.99	125.99			292	Slide 12
16	600.99	200.00
16	800.99	200.00
16	1000.99	200.00
16	1200.99	200.00
16	1400.99	200.00
16	1600.99	200.00			507	Slide 11
16	1800.99	200.00
16	2000.99	200.00			733	Slide 10
16	2200.99	200.00
16	2420.99	220.00
16	2620.99	200.00
16	2820.99	200.00
16	2888.99	68.00
16	3023.99	135.00
16	3123.99	100.00
16	3224.00	100.01
16	3289.00	65.00
16	3489.00	200.00
16	3682.00	193.00
16	3882.00	200.00
16	4082.00	200.00
16	4305.00	223.00
16	4474.03	169.03
16	4604.03	130.00
16	4804.03	200.00
16	5004.03	200.00
16	5204.03	200.00
17	110.00	200.00
17	310.00	200.00
17	510.00	200.00
17	710.00	200.00
17	910.00	200.00
17	1110.00	200.00
17	1310.00	200.00
17	1510.00	200.00			306	Slide 5
17	1775.00	265.00
17	1875.00	100.00			380	Slide 4
17	1950.00	75.00
17	2102.31	152.31
17	2202.31	100.00
17	2402.31	200.00
17	2602.31	200.00
17	2802.32	200.01
17	3002.32	200.00
17	3202.32	200.00
17	3402.32	200.00
17	3620.00	217.68	1254	5055.01
17	3802.32	182.32	1446	9116.00
17	4002.32	200.00	1350	10355.56
17	4202.32	200.00	1199	9440.74
17	4402.32	200.00	978	8062.96
17	4602.32	200.00	919	7025.93
17	4802.32	200.00	912	6781.58
17	5002.32	200.00	973	6981.38
17	5202.32	200.00	929	7044.44
18	100.00	202.32	937	6991.28
18	300.00	200.00	1133	7666.67
18	500.00	200.00	1120	8344.44
18	700.00	200.00	1073	8122.22
18	900.00	200.00	1238	8559.26
18	1100.00	200.00	1195	9011.11
18	1300.00	200.00	1631	10466.67
18	1500.00	200.00	1325	10948.15
18	1700.00	200.00	1231	9466.67
18	1900.00	200.00	1254	9203.70
18	2100.00	200.00	1144	8881.48
18	2300.00	200.00	1553	9988.89
18	2500.00	200.00	1560	11529.63
18	2700.00	200.00	1574	11607.41
18	2900.00	200.00	1381	10944.44
18	3150.00	250.00	1334	12569.44
18	3300.00	150.00	1195	7025.00
18	3460.00	160.00	1099	6797.04
18	3660.00	200.00	1254	8714.81
18	3860.00	200.00	1333	9581.48
18	4060.00	200.00	1556	10700.00
18	4260.00	200.00	1662	11918.52
18	4405.00	145.00	1701	9030.28
18	4515.00	110.00	1780	7090.93
18	4593.88	78.88	1810	5244.06
18	4793.92	200.04	1599	12628.45
18	4993.92	200.00	1378	11025.93
18	5193.92	200.00	1040	8955.56
19	95.00	200.00	1379	8959.26
19	295.00	200.00	1717	11466.67
19	495.00	200.00	1447	11718.52
19	695.00	200.00	1267	10051.85
19	780.00	85.00	1272	3996.57
19	1000.00	220.00	1408	10918.52			389989
19	1250.00	250.00	1592	13888.89
19	1305.00	55.00	1623	3274.54
19	1550.00	245.00	1761	15353.33
19	1825.00	275.00	1790	18083.80
19	2000.00	175.00	1612	11025.00
19	2200.00	200.00	1510	11562.96	381	Slide 3
19	2400.00	200.00	1464	11014.81	444	Slide 3
19	2600.00	200.00	1268	10118.52
19	2800.00	200.00	1466	10125.93	359	Slide 2
19	3000.00	200.00	1541	11137.04
19	3200.00	200.00	1743	12162.96
19	3400.00	200.00	1447	11814.81	423	Slide 1
19	3600.00	200.00	1704	11670.37
19	3800.00	200.00	2832	16800.00
19	3995.00	195.00	3003	21070.83
19	4050.00	55.00	2787	5897.22
19	4350.00	300.00	2967	31966.67
19	4750.00	400.00	2083	37407.41
19	4850.00	100.00		3857.41
				658221			268233

VOLUME FOR PIVOT AREA THAT WILL NOT BE EXCAVATED ON RIVERSIDE
19	3044.00		1541
19	3071.00	27.00	0	770.50
19	3171.00	100.00	0	8935.00
19	3198.00	27.00	1743	871.50
				10577
VOLUME FOR ACCESS ROAD WILL NOT BE EXCAVATED ON RIVERSIDE
19	1075.00		1408
19	1099.00	24.00	0	625.78
19	1139.00	40.00	0	3265.19
19	1163.00	24.00	1592	707.56
				4599

TOTAL QUANTITIES 643045 253057

Riverside Borrow Quantities (Part 3)

RIVERSIDE RIPRAP FOR SWALES

RIVERSIDE RIPRAP FOR SWALE/DITCHES
Baseline Station	Baseline Offset Feet	Top Bank Elev. Feet	Approximate Depth	Approximate Swale/Ditch Top Bank Width	Approximate Width Of Sections "B" & "C"	Riprap Volume CU.FT.	Filter Material Volume CU.FT.
M19/26+41	592	263/264	2'	12'	12'	1625	325
M19/11+97	581	264	2'	12'	12'	2138	428
M19/10+31	581	264	2'	12'	12'	2138	428
M19/0+33	589	264	2'-3'	12'	12'	1708	342
M18/37+43	524	266	2'	12'	12'	1813	363
M18/32+27	483	266	4'	40'	40'	7565	1513
M18/5+54	483	265	3'-4'	40'	40'	7325	1465

ContractorQuantityCheck

Station		Distance	Embankment	Embankment
Mile	Station	Ft	Fill SqFt	Fill Volume Cuyd
14	5025.00		466
15	61.98	232.98	466	4021.06
15	133.98	72.00	474	1253.33
15	205.98	72.00	486	1280.00
15	460.98	255.00	470	4514.44
15	665.98	205.00	433	3428.06
15	882.98	217.00	486	3693.02
15	1030.00	147.02	486	2646.36
15	1082.98	52.98
15	1182.98	100.00
15	1282.98	100.00
15	1382.98	100.00
15	1482.98	100.00
15	1570.00	0.00	383	0.00
15	1582.98	12.98	383	184.12
15	1682.98	100.00	343	1344.44
15	1817.99	135.01	412	1887.64
15	1967.99	150.00	484	2488.89
15	2241.99	274.00	445	4713.81
15	2399.99	158.00	484	2718.19
15	2631.99	232.00	476	4124.44
15	2832.00	200.01	396	3229.79
15	3032.00	200.00	424	3037.04
15	3232.00	200.00	472	3318.52
15	3432.00	200.00	687	4292.59
15	3612.00	180.00	671	4526.67
15	3812.03	200.03	699	5074.84
15	3955.00	142.97	727	3775.47
15	4100.00	145.00	727	3904.26
16	0.99	94.23
16	200.00	199.01	435	0.00
16	275.00	75.00	435	1208.33
16	400.99	125.99	538	2270.15
16	600.99	200.00	819	5025.93
16	800.99	200.00	1025	6829.63
16	820.00	19.01	440	515.73
16	870.00	50.00	1162	0.00
16	1000.99	130.99	1162	5637.42
16	1200.99	200.00	1249	8929.63
16	1400.99	200.00	1238	9211.11
16	1600.99	200.00	1409	9803.70
16	1800.99	200.00	1361	10259.26
16	2000.99	200.00	578	7181.48
16	2200.99	200.00	464	3859.26
16	2420.99	220.00	337	3263.33
16	2620.99	200.00	321	2437.04
16	2820.99	200.00	402	2677.78
16	2888.99	68.00	391	998.59
16	2910.00	21.01	391	304.26
16	3023.99	113.99	62
16	3123.99	100.00
16	3224.00	100.01
16	3230.00	6.00	431	0.00
16	3289.00	59.00	431	941.81
16	3489.00	200.00	385	3022.22
16	3682.00	193.00	358	2655.54
16	3882.00	200.00	341	2588.89
16	4082.00	200.00	418	2811.11
16	4305.00	223.00	454	3601.04
16	4474.03	169.03	495	2970.55
16	4604.03	130.00	470	2323.15
16	4804.03	200.00	438	3362.96
16	5004.03	200.00	435	3233.33
16	5204.03	200.00	417	3155.56
17	110.00	200.00	503	3407.41
17	310.00	200.00	534	3840.74
17	510.00	200.00	527	3929.63
17	710.00	200.00	360	3285.19
17	910.00	200.00	336	2577.78
17	1110.00	200.00	336	2488.89
17	1310.00	200.00	347	2529.63
17	1510.00	200.00	469	3022.22
17	1775.00	265.00	413	4328.33
17	1875.00	100.00	513	1714.81
17	1950.00	75.00	439	1322.22
17	1990.00	40.00	439	650.37
17	2102.31	112.31	88	1096.06
17	2202.31	100.00	184	503.70
17	2402.31	200.00	124	1140.74
17	2602.31	200.00	146	1000.00
17	2802.32	200.01	182	1214.88
17	3002.32	200.00	164	1281.48
17	3202.32	200.00	150	1162.96
17	3402.32	200.00	134	1051.85
17	3602.32	200.00	0	496.30
17	3802.32	200.00	182	674.07
17	4002.32	200.00	198	1407.41
17	4202.32	200.00	847	3870.37
17	4402.32	200.00	849	6281.48
17	4602.32	200.00	805	6125.93
17	4802.32	200.00	1212	7470.48
17	5002.32	200.00	1187	8885.05
17	5202.32	200.00	897	7718.52
18	100.00	202.32	840	6507.96
18	300.00	200.00	869	6329.63
18	500.00	200.00	902	6559.26
18	700.00	200.00	937	6811.11
18	900.00	200.00	831	6548.15
18	1100.00	200.00	782	5974.07
18	1300.00	200.00	774	5762.96
18	1500.00	200.00	911	6240.74
18	1700.00	200.00	907	6733.33
18	1900.00	200.00	959	6911.11
18	2100.00	200.00	918	6951.85
18	2300.00	200.00	860	6585.19
18	2500.00	200.00	765	6018.52
18	2700.00	200.00	781	5725.93
18	2900.00	200.00	866	6100.00
18	3150.00	250.00	216	5009.26
18	3300.00	150.00	193	1136.11
18	3460.00	160.00	139	983.70
18	3660.00	200.00	141	1037.04
18	3860.00	200.00	171	1155.56
18	4060.00	200.00	162	1233.33
18	4260.00	200.00	120	1044.44
18	4405.00	145.00	157	743.80
18	4515.00	110.00	1218	2800.93
18	4593.88	78.88	1145	3451.73
18	4793.92	200.04	1081	8246.09
18	4993.92	200.00	826	7062.96
18	5193.92	200.00	704	5666.67
19	95.00	200.00	758	5414.81
19	295.00	200.00	756	5607.41
19	495.00	200.00	885	6077.78
19	695.00	200.00	1004	6996.30
19	800.00	105.00	129	2203.06
19	1000.00	200.00	146	1018.52
19	1250.00	250.00	225	1717.59
19	1305.00	55.00	821	1065.37
19	1550.00	245.00	913	7867.22
19	1790.00	240.00	85	4435.56
19	1825.00	35.00	1266	875.65
19	2000.00	175.00	1180	7926.85
19	2200.00	200.00	1206	8837.04
19	2400.00	200.00	1384	9592.59
19	2600.00	200.00	1236	9703.70
19	2800.00	200.00	1490	10096.30
19	3000.00	200.00	1469	10959.26
19	3200.00	200.00	1431	10740.74
19	3400.00	200.00	1533	10977.78
19	3570.00	170.00	564	6601.67
19	3600.00	30.00	564	626.67
19	3610.00	10.00	351	169.44
19	3800.00	190.00	954	4591.67
19	3995.00	195.00	776	6247.22
19	4050.00	55.00	408	1205.93
19	4350.00	300.00	540	5266.67
19	4750.00	400.00	795	9888.89
19	4850.00	100.00	795	2944.44
			Totals CuYds	560002

Slope Fattening Quanttiies (Part 2)

File details come from the government source that posted it.