USA > Massachusetts > Middlesex County > Melrose > City of Melrose annual report 1893-1895 > Part 31
Note: The text from this book was generated using artificial intelligence so there may be some errors. The full pages can be found on Archive.org (link on the Part 1 page).
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42
5 in. 1/4 bend,.
0.27
11.34
3
8 in. 1/4 bend, ..
2.14
262.15
122.5
Barrels cement, (Portland), !.
1.15
36.80
32
(Rosendale), ..
35.00
35.00
5.23
57.53
11
Manhole covers, ..
8.25
210.81
25553
Brick
Total,
$6262.768
.
.
.
.
. . .
0.12
159.445
1328.71
.
.
.
..
....
0.45
1.35
1:00
. .
.
SEWER REPORT.
27.4
.
.
.
1
Flusher, ..
Linear ft. underdrain in place,.
5.75
306.107
CONTRACT PRICE.
AMOUNT. $1418.425
INGALLS COURT .- Sect. 5.
QUANTITIES.
ITEMS.
194.579
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ..
$0.70
37.3
between the depths of 8 and 12 ft. below the surface, ..
0.85
31.705
9.316
6€
" 12 " 16 66
66
1.25
11.645
1.983
brick masonry,.
5.75
11.402
3.11
66 concrete masonry,
5.00
15.550
257.5
Linear ft. 6 in. pipe in place, ..
0.05
12.875
257.5
underdrain in place,
0.15
38.625
0.020
M. ft. spruce lumber in place, .
40.00
0.800
MATERIAL FURNISHED BY THE TOWN.
PRICE.
225
0.10
22.50
252
Linear ft. 6 in. pipe,. " 4 in. underdrain,.
0.05
12.60
12
6 x 5 Y branches,.
0.43
5.16
7
Barrels cement (Portland), .
2.14
14.98
4
(Rosendale),.
1.15
4.60
1
Flusher,.
35.00
35.00
1
Manhole cover, ..
5.23
5 23
951
Brick, ..
.
.
8.25
7.84
Total, .
$366.717
.
....
..
.
SEWER REPORT.
275
.
.....
CONTRACT PRICE.
AMOUNT. $136.205
276
LARRABEE PLACE .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
140
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ... 66 between the depths of 8 and 12 ft. below the surface,
0.85
29.750
2.78
brick masonry, .
5.75
15.985
0.777
66 concrete masonry,.
0.05
7.700
39.2
underdrain in place, ..
13.00
7.800
.600
M. ft. spruce lumber in place for sheeting and shoring, ..
2.
....
..
... . ....... . . .
.
.. .
... ..
MATERIALS FURNISHED BY THE TOWN.
PRICE.
135
Linear ft. 6 in. pipe, .. 4 in. underdrain,
0.05
2.10
42
2.58
6
6 x 5 branches, ..
2.14
12.84
6
Barrels cement (Portland), .
1.15
1.15
1
(Rosendale), ..
5.23
5.23
1
Manhole cover,
8.25
11.00
1334
Brick, ..
Total,
$230.12
....... . ....
.. ...... .....
...... .. .
. ...........
.... ... . ...... .....
0.15
5.88
127.2
Linear ft. extra screened gravel and bagging for foundation,
. 0.10 .
.
..
.
.....
.....
..
.
....
SEWER REPORT.
ITEMS.
$0.70
:$98.000
35
5.00
3.885
154
Linear ft. 6 in. pipe in place, ..
12.720
0.10
13.50
0.43
WILLOW STREET .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
734.713
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., .. 66
0.85
114.920
135.201
.6
66
" 12 " 16 66
66
1.25
10.716
7.819!
5.50
122.529
22.278
66 brick masonry, ....
5.75
100.009
17.393
5.00
25.275
5.055
16 concrete masonry,
0.05
41.224
824.5
Linear ft. 6 in. pipe in place, ..
0.15
126.150
841
underdrain in place,.
13.00
31.460
2.420
M. ft. spruce lumber left in place for sheeting and shoring,
MATERIAL FURNISHED BY THE TOWN.
PRICE.
73.80
738
Linear ft. 6 in. pipe, ..
0.05
17.60
352
" 4 in. underdrain,
0.43
14.19
33
6 x 5 Y branches, ....
..
... .
. . ..
1
6 x 6 T branches,.
2.14
80.25
37.0
Barrels cement (Portland),.
1.15
8.62
7.5
(Rosendale),
35.00
70.00
2
Flushers, ....
5.23
26.15
5
Manhole covers, .
8.25
68.87
8348
Brick,.
Total, .
$1485.453
.
8.573
66 rock exca., and refill from surface to depth not exceeding 8 ft.,
5.00
39.050
between the depths of 8 and 12 ft. below the surface, ..
.
..........
0.34
0.34
.. .
....
....
..
.
SEWER REPORT.
277
ITEMS.
$0.70
$514.299
66 between the depths of 8 and 12 ft. below the surface,. ....
.
0.10
SEWER REPORT.
STEVENS PLACE .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
ITEMS.
482.838
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ..
$0.70
$337.986
90.01
66
between the depths of 8 and 12 ft. below the surface, .....
0.85
3.9
66
brick masonry,
5.00
17.500
566.2
Linear ft. 6 in. pipe in place, ... 66 underdrain in place,
0.15
57.967
386.45
MATERIALS FURNISHED BY THE TOWN.
PRICE.
50.40
504
Linear ft. 6 in. pipe,
0.05
19.30
386
" 4 in. underdrain, ..
0.43
11.61
27
6 x 5 Y branches, ..
0.27
0 27
1
5 in. 1/4 bend, ...
2.14
53.50
25
Barrels cement (Portland), 66 (Rosendale),.
35.00
35.00
1
Flusher, . ..
5.23
20.92
4
Manhole covers,
8.25
48.19
5842
Brick,
Total, .
$837.495
.
.......
.
....
....
. .
. .
5.75
69.989
12.172 3.5
66
concrete masonry,
0.05
28.310
.
.
....
. .
...
1.15
5.17
4.5
60
12 “ 16
4.875
1.25
76.508
278
0.10
BUGBEE COURT .- Sect. 5.
QUANTITIES.
ITEMS.
CONTRACT PRICE.
AMOUNT. $174.643
249.491
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ..
$0.70
9.254 brick masonry, .
5.75
53.210
17.888
66 concrete masonry, .
0.05
17.975
359.5
Linear ft. 6 in. pipe in place, ..
0.15
34.775
218.5
underdrain in place, ..
40.00
99.040
2.476
M. ft. spruce lumber in place, ..
MATERIAL FURNISHED BY THE TOWN.
PRICE.
270
Linear ft. 6 in. pipe, . " 5 in. underdrain,.
0.06
12.60
210
12
6 x 5 Y branches, ..
0.27
0.27
1
5 in. bend, ...
2.14
41.19
19.25
Barrels cement (Portland),
1.15
25.30
24
(Rosendale),
35.00
35.00
1
Flusher, ...
.
....... .
. .
5.23
15.69
60
Ft. cast iron 6 in. pipe, ..
8.25
36.64
4441
Brick,
Total, .
$690.683
..
.
.
..
....
· .
.. .
.
... . .
3
Manhole covers,
24.75
SEWER REPORT.
279
.
0.10
27.00
0.43
5.16
5.00
89.440
CHERRY STREET .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
ITEMS.
253.894
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft.,'.
$0.70
$177.725
7.399
between the depths of 8 and 12 ft. below the surface,
5.75
33.718
5.864
66 brick masonry, ... concrete masonry, .
5.00
9.720
1.944
0.05
15.000
300
Linear ft. 6 in. pipe in place, . underdrain in place,
0.15
30.000
200
MATERIALS FURNISHED BY THE TOWN.
PRICE.
26.10
261
Linear ft. 6 in. pipe,
0.05
10.00
200
" 4 in. underdrain,.
0.43
6.43
15
G x 5 Y branches,.
2.14
20.33
9.5
Barrels cement (Portland), .
1.15
2.87
2.5
(Rosendale),.
35.00
35.00
1
Flusher, .
5.23
10.46
2
Manhole covers,
8.25
23.21
2814
Brick,
$406.872
Total,
.
...... . . ...
. .
.
.. .
.
.
...
...
280
SEWER REPORT.
QUANTITIES.
0.85
6.289
.
0.10
LEBANON STREET .- Sec. 5.
QUANTITIES.
ITEMS.
AMOUNT.
2121.166
Cubic yds. earth exca. and refill from surface to depth not exceeding 8 ft., ..
$0.70
$1484.816
576.037
between the depths of 8 and 12 ft. below the surface, . .... ........... ...
0.85
489.631
127.154
1.25
158.942
10.720
5.00
53.600
2.379
5.50
13.084
46
66
66
4 12 “ 16
6.50
24.245
41.841
5.75
240.585
12.054
5.00
60.270
2128.57 274.93
Linear ft. 6 inch pipe in place, 4 8
0.07
19.245
2424.25
Linear ft. underdrain in place,.
0.15
363.637
MATERIAL FURNISHED BY THE TOWN.
PRICE.
1905
Linear ft. 6-inch pipe ...
0.10
190.50
246
66
8
0.14
34.44
2066
66 4 inch underdrain, 5
0.05
103.30
348
0.06
20.88
93
6 x 5 Y branches,.
0.43
39.99
13
8 × 5 4
0.65
8.45
2
4 x 4 T branches,
0.22
0.44
77.25
Barrels cement (Portland),.
2.14
165.31
30 4
Flushers,.
35.00
140.00
12
Manhole covers, ..
5.23
62.76
20083
Bricks, .
8.25
165.68
Total,
$3980.733
66
" 12 " 16
66
.. ..... ...
....... . ...
...
...
...
....
.
.. . .
. .
. . ...
. . . . ...
....... ...
..
..
1.15
34.50
(Rosendale).
..
..
..
...
. .
. .
. .
.... ..... ......
....
. .
..
...
. .
SEWER REPORT.
28 I
... .
.
. ..
66
66 rock exca., and refill from surface to depth not exceeding 8 ft., ...
between the depths of 8 and 12 ft. below the surface,.
3.73
66
brick masonry, concrete masonry, ..
0.05
106.428
..
. .
CONTRACT PRICE.
WINTER STREET-Sect. 5.
ITEMS.
QUANTITIES.
262.134
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ....
$0.70
$183.493
0.555
rock exca., and refill from surface to depth not exceeding 8 ft., ..
5.00
2.775
5.94
brick masonry, ..
5.00
9.720
1.944
concrete masonry,
0.05
17.900
358
Linear ft. 6 in. pipe in place, ...
MATERIALS FURNISHED BY THE TOWN.
PRICE.
0.10
32.10
321
Linear ft. 6 in. pipe, .
0.43
6.88
16
6 x 5 Y branches, .
2.14
27.82
13
Barrels cement (Portland),
1.15
2.87
2.5
(Rosendale).
35.00
35.00
1
Flusher,
5.23
10.46
2
Manhole covers ..
8.25
23.52
2851
Brick,
$386.693
Total, .
.
SEWER REPORT.
282
CONTRACT. PRICE.
AMOUNT.
5.75
34.155
.
CRESCENT PLACE .- Sect. 5.
ITEMS.
QUANTITIES.
$0.70
$96.245
137.494 4.505
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ... brick masonry, ...
5.75
25.903
207
Linear ft., 6 in. pipe in place,.
40.00
65.320
1.633
M. ft. spruce lumber in place.
MATERIALS FURNISHED BY THE TOWN.
PRICE.
186
Linear ft. 6 in. Pipe,
0.43
3.44
S
6 x 5 Y branches, .
2.14
22.47
10.5
Barrels cement (Portland),.
1.15
2.30
2
(Rosendale), .
35.00
35.00
1
Flusher,.
5.23
5.23
1
Manhole cover,.
8.25
17.84
2162
Brick,
Total,
$302.698
.
... .
.
.
.
.
SEWER REPORT.
283
CONTRACT PRICE.
AMOUNT.
0.05
10.350
0.10
18.60
HERBERT STREET .- Sect. 5.
ITEMS.
CONTRACT PRICE.
AMOUNT.
338.604
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., 66 66 between the depths of 8 and 12 ft. below the surface, .
0.85
104.454
21.081
66
66
" 12 4 16
1.25
26.351
4.047
66 brick masonry, ..
5.75
23.270
1.166
concrete masonry, .
5.00
5.830
180.93
Linear ft. 6 in. pipe in place, .. 66 underdrain in place,
0.15
47.734
2.664
M. ft. spruce lumber left in place for sheeting and shoring,
13.00
34.632
MATERIAL FURNISHED BY THE TOWN.
PRICE.
345
Linear ft. 6 in. pipe, .
0.10
34.50
318
4 in. underdrain, .
0.05
15.90
· 16
6 x 5 Y branches, ...
0.43
6.88
13
Barrels cement (Portland),
2.14
27.82
2.5
(Rosendale),
1.15
2.87
1
Flusher,
35.00
35.00
1
Manhole cover,
5.23
5.23
1942
Brick, .
8.25
16.02
Total, . .
$639.559
.
....
.
.
.
SEWER REPORT.
284
QUANTITIES.
$0.70
$237.022
119.358
0.05
19.046
318.23
..... ..
...
...
PERHAM AVENUE .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
166.387
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ..
$0.70
$116.470
16.162
between the depths of 8 and 12 ft. below the surface,
0.85
13.737
14.641
rock exca., 66 from surface to depth not exceeding 8 ft., .
5.00
73.205
25.25
66
66 between the depths of 8 and 12 ft. below the surface, .
5.75
32.332
5.623
brick masonry, ... concrete masonry,. Linear ft. 6 in. pipe in place, .. underdrain in place,
0.05
13.655
273.1
0.15
4.050
27
MATERIALS FURNISHED BY THE TOWN.
PRICE
0.10
24.00
240
Linear ft. 6 in. pipe, ... " 4 in. underdrain, ....
0.05
1.20
24
5.16
12
6 x 5 Y branch, .
2.14
13.91
6.5
Barrels cement (Portland), ..
1.15
9.20
8
(Rosendale),
35.00
35.00
1
Flusher, ..
5.23
10.46
Manhole covers,.
8.25
22.26
2699
Brick,.
Total,
$525.179
. .
.
..
...
SEWER REPORT.
285
.
5.50
138.875
2.333
5.00
11.665
ITEMS.
...
0.43
UPHAM STREET .- [Sect. 5.
QUANTITIES.
ITEMS.
AMOUNT.
1998.779
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft.,
$0.70
$699.145
192.380
66
between the depths of 8 and 12 ft. below the surface,
0.85
163.523
96.426
66
66
“ 12 “ 16 44
1.25
120.532
19.829
66 brick masonry,
5.75
114.016
6.610
66 concrete masonry,
5.00
33.050
341
0.07
23.870
642.86
0.08
51.428
983.86
66 underdrain in place,.
0.15
147.579
1.089
M. ft. spruce lumber in place,.
40.00
43.560
6.228
66 left in place for sheeting and shoring,.
13.00
80.964
550
Linear ft. extra screened gravel and bagging for foundation,
0.10
55.000
MATERIALS FURNISHED BY THE TOWN.
PRICE.
303
0.14
42.42
549
" 10
0.21
115.29
5
66 66 5 in. underdrain, 6
0.06
0.30
982
0.07
68.74
3
6 x 4 T branches, .
0.34
1.02
2
6× 6 "
0.34
0.68
14
8 x 5 Y branches, ...
0.65
9.10
24
10 × 5 «
0.94
22.56
46.5
Barrels cement (Portland), .
2.14
99.51
9.5
(Rosendale),
1.15
10.92
6
5.23
31.38
24
Linear ft. 10 inch pipe.
0.742
17.81
9517
Brick,
8.25
78.51
Total, .
$2030.907
...
..... ... . .. . . ...............
...... ....... . ... .
...
.......
. .
. .
. .... .
.....
.
.
.
..
....
....
SEWER REPORT.
. .
.
........... ....
.
.
.............
.......... . .
.....
.
. . .........
.....
.. .
.
. .
... ....
..
.
.
...
.....
...
Linear ft. 8 in. pipe in place, .. 10
. . . . . . . . . .. ....
CONTRACT PRICE.
286
.
Manhole covers,
Linear ft. 8 in. pipe, .
FAULKNER PLACE .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
166.939
Cubic yds. earth exca. and refill, from surface to depth not exceeding 8 ft.
$0.70
$116.857
8.741
between the depths of 8 and 12 ft. below the surface, ..
0.85
7.406
5.669
66 brick masonry, .
5.75
32.596
1.944
concrete masonry, .
0.05
19.078
381.56
Linear ft., 6 inch pipe, in place, .
0.15
24.684
43.5
Linear ft. extra screened gravel and bagging for foundation,
0.10
43.50
MATERIALS FURNISHED BY THE TOWN.
PRICE.
336
Linear ft. 6 inch pipe, ..
0.05
8.20
164
4 inch underdrain,.
0.43
6.02
14
6 x 5 Y branches, .
2.14
23.54
11
barrels cement (Portland), ..
1.15
2.87
2.5
barrels cement (Rosendale), ..
35.00
35.00
1
Flusher, .
5.23
10.46
2
manhole covers,
8.25
22.45
2721
Brick, ....
Total,
$356.831
.
5.00
9.720
164.56
underdrain, in place, .
...
.
.
.
.
.... ..
.....
.....
.. .
....
.
.
SEWER REPORT.
287
ITEMS.
QUANTITIES
0.10
33.60
EMERSON STREET .- Sect. 5.
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
ITEMS.
1680.839
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft.,
$0.70
$1176.587
511.856
66
66
" 12 " 16
1.25
109.607
4.296
rock exca., and refill from surface to depth not exceeding 8 ft ..
5.50
16.087
2.925
66
66
“ 12 16 66
6.50
3.607
0.555
5.75
206.195
35.860
66 brick masonry, .
5.00
54.810
10.962
66 concrete masonry,
0.05
76.737
1534.75
Linear ft 6 in. pipe in place, . " 8
0.07
26.320
376
0.15
149.700
998
13.00
13.026
1.002
MATERIALS FURNISHED BY THE TOWN.
PRICE
1186
Linear ft. 6 in. pipe, .
0.14
47.04
336
6
4 in. underdrain,
0.07
16.94
242
66
6
66
0.11
29.04
264
0.43
30.96
72
( x 5 Y branches, ....
0.65
9.75
15
8 x 5
0.34
0.34
1
6 x 6 T branch, ..
0.51
0.51
1
8 × 6 “
2.14
87.74
41
Barrels cement (Portland),.
1.15
30.47
26.5
(Rosendale),
35.00
105.00
Flushers, ...
5.23
36.61
7
Manhole covers,
8.25
141.99
17212
Brick,
Total,
$2968.723
... .
............... .... .
. .
. .......
. .. ....
.. ..
....
..... .....
.... . . . . . . . . .
. .
.... ... ............
...
......... ...
. . ....
...
SEWER REPORT.
288
. .... .. .....
.
..
................ . .
.
.
. .
..
.
.
..... ..
. ...
.
.
.
.
0.05
24.50
490
.
.
66
8
.. .
0.10
118.60
87.686
between the depths of 8 and 12 ft. below the surface,
0.85
435.077
5.00
21.480
66 between the depths of 8 and 12 ft. below the surface,
66
Linear ft. underdrain in place,. M. ft. spruce lumber, left in place for sheeting and shoring,
.
66
DELL AVENUE .- Sect. 5.
QUANTITIES.
ITEMS.
719.710
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., .
$0.70
$503.797
1.433
rock exca., and refill from surface to depth not exceeding 8 ft.,.
5.00
7.165
13.391
brick masonry, ..
5.75
76.998
7.777
concrete masonry,
0.05
33.388
667.76
Linear ft. 6 in. pipe in place,.
0.07
25.325
361.79
Linear ft. 8 in. pipe in place, 66 underdrain in place,.
0.15
57.150
381
1.786
M ft. spruce lumber in place, .
40.00
71.440
381
Linear ft. extra screened gravel and bagging for foundation,
0.10
38.100
MATERIALS FURNISHED BY THE TOWN.
PRICE.
603
Linear ft. 6 in. pipe,.
0.14
40.32
288
Linear ft. 8 in. pipe,
0.583
21.00
36
Linear ft. S in. cast iron pipe,
0.05
19.00
380
Linear ft. 4 in. underdrain, ..
0.43
11.18
26
6 x 5 Y branches,
0.65
9.10
14
8 x 5 Y branches,
2.14
61.52
28.75
Barrels cement (Portland),
1.15
13.80
12
(Rosendale), .
35.00
70.00
Flushers, ..
5.23
26.15
Manhole covers, ..
8.25
53.02
6427
Brick, .
Total, .
$1237.638
.. .
.. .... ... . .
..
. .
.. .
. .
. .
.....
..
.. . .......
..
.. . ......
..... ......
..
.... ....... .. ......
. .
. .
.
SEWER REPORT.
CONTRACT PRICE.
AMOUNT.
19
5.00
38.885
.
0.10
60.20
.
28g
290
SEWER REPORT.
1
6
6 x 5 Y branches,
2.14
17.12
8
Barrels cement, (Portland), ..
1.15
1.15
1
66 (Rosendale),.
5.23
5.23
1
Manhole cover, ..
8.25
7.47
905
Brick, .
Total, .
$149.408
.
1.886
66 brick masonry, . .
5.00
3.885
0.777
concrete masonry,
0.05
80.75
161.5
Linear ft. G-inch pipe in place, .
PRICE.
MATERIAL FURNISHED BY THE TOWN.
0.10
15.00
150
Linear ft. 6 in. pipe, .....
0.43
2.58
$0.70
$78.054
111.506
Cubic yds. earth exca. and refill, from surface to depth not exceeding 8 ft., ..
CONTRACT PRICE.
AMOUNT.
QUANTITIES.
GROVE PLACE .- Sect. 8.
ITEMS.
5.75
10.844
KIMBALL COURT .- Sect. 5.
CONTRACT PRICE.
AMOUNT. $128.049
QUANTITIES. 182.928
Cubic yds. earth exca. and refill, from surface to depth not exceeding 8 ft.,.
0.85
47.890
56.342
=
between the depths of 8 and 12 ft. below the surface,
1.25
14.068
11.255
0.582
0.291
5.75
61.461
10.689
5.00
11.665
5.333
0.05
10.300
206
Linear ft. 6 in. pipe in place, ..
0.07
0.210
3
Vertical ft. pipe chimneys, .
13.00
5.707
0.439
M. ft. spruce lumber left in place for sheeting and shoring, .
PRICE.
MATERIAL FURNISHED BY THE TOWN.
0.12
2
Linear ft. 5-inch pipe, .. 6
0.10
17.70
177
3.44
8
6 x 5 Y branches,
0.36*
0.36
1
5 in. bend, ..
2.14
12.84
6
Barrels cement, (Portland), ·
1.15
16.10
14
(Rosendale),[.
35.00
35.00
1
Flusher, ...
5.23
10.46
2
Manhole covers, ..
8.25
42.32
5130
Brick,
...
Total, .
$418.272
....
66
66
66
" 16 20
.
. . . . . . . . . . .. ....
...
.. .
.
.
29I
.
.. .
....
....
.
..... .
...
. . .
.. . . ...
. .
... . .
" 12 " 16
66
2.00
66 brick masonry, . concrete masonry,
ITEMS.
$0.70
SEWER REPORT.
0.06
0.43
EMERSON PLACE .- Sect. 5.
CONTRACT PRICE.
A MOUNT.
QUANTITIES
233.333
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ....
$0.70
$163.333
65.216
66
between the depths of 8 and 12 ft. below the surface, ..
0.85
155.433
0.775
66
“ 12 “ 16 4
1.25
0.968
3.959
66 brick masonry, .
5.00
5.830
1.166
concrete masonry,.
0.05
13.125
262.5
Linear ft. 6-inch pipe in place, ..
0.15
3.000
20
46 underdrain in place, .
MATERIALS FURNISHED BY THE TOWN.
PRICE.
231
Linear ft. 6 in. pipe,.
0.05
0.80
16
4-inch underdrain,
5.16
12
6 x 5 Y branches, . .
2.14
1.07
0.5
Barrels cement (Portland),
1.15
11.50
10
(Rosendale),
35.00
35.00
1
Flusher, .
5.23
5.23
1
Manhole cover, ..
8.25
15.67
1900
Brick,
Total, ...
$361.983
..
.
.
...
.......
.
....
...
.. .
.
292
SEWER REPORT.
0.10
23.10
0.43
22.764
5.75
ITEMS.
ʻ
DILL'S COURT .- Sect. 5.
QUANTITIES.
ITEMS.
AMOUNT.
275.999
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft.,
$0.70
$193.199
109.998
between the depths of 8 and 12 ft. below the surface, ..
0.85
93.498
29.881
1.25
37.351
9.208
5.75
52.946
2.333
concrete masonry,
5.00
11.665
298
Linear ft. 6 in. pipe in place, ..
0.05
14,900
21
Vertical ft. pipe chimneys, ...
0.07
1.470
297
Linear ft. underdrain in place, ..
0.15
44.550
24.067
M. ft. spruce lumber, left in place for sheeting and shoring,
13.00
312.897
MATERIALS FURNISHED BY THE TOWN.
PRICE.
14
0.06
0.84
267
0.10
26.70
274
4 in. underdrain, 66
0.06
1.32
9
6 x 5 branches, .
0.43
3.87
16
Barrels cement (Portland),.
2.14
34.24
8
66 (Rosendale),
1.15
9.20
1
Flusher, ..
35.00
35.00
2
Manhole covers,
........... .
.
5.23
10.46
4419
Brick,
8.25
36.45
Total,
$934.256
.
.
. .....
...
....
....
. ..
. ..
. . ... .....
.
SEWER REPORT.
293
.. .
. . .
66
" 12 " 16
66
66 brick masonry, ..
.
.
.
0.05
13.70
22
5
Linear ft. 5 in. pipe,.
CONTRACT PRICE.
WYOMING AVE., BERWICK AND GROVE STS. (MAIN) .- Sects. 7 and 8.
CONTRACT PRICE.
AMOUNT.
1613.725
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., 66 between the depths of 8 and 12 ft. below the surface,.
$0.70
$1129.607
480.542
66
66
“ 12 4 16
1.25
42.717
63.515
5.75
365.211
56 388
concrete masonry,
5.00
281.940)
60.8
Linear ft. 10 in. pipe in place, . 18
0.12
0.720
1213.1
46
24
66
0.18
218.358
1315.1
66 underdrain in place, ...
0.15
197.265
38.173
M. ft. spruce lumber left in place for sheeting and shoring,
13.00
496.249
1213.1
Linear ft. extra screened gravel and bagging for foundation,
0.10
121.310
MATERIALS FURNISHED BY THE TOWN.
PRICE.
3
Linear ft. 8 in. pipe, ..
0.14
0.54
105
" 10
0.21
22.05
1092
24
1.04
1135.68
5,44
66
4 in. underdrain,
0.05
27.20
90
5
0.06
5.40
294
8
66
0.11
32.34
347
66 10
0.94
1.88
2
10 x 8 Y branches, ...
1.80
1.80
40
24 x 5
0.21
1.05
2
8
66
0.58
1.16
·)
10 4
0.88
1.76
4 in. bends ,.
0.16
0.48
3
5
66
0.21
0.61
2
0.51
1.02
1
0.73
0.73
179.75
2.14
384.66
61
1.15
70.15
8
Manhole covers,
5.23
41.84
12.78
12.78
1
Special cover, ..
8.25
/ 251.51
30487
Brick, ....
Iron work at regulator and sump, .. ..
...
. ..
..
.....
.... .
158.96
Total,
$5643.021
...
..
..
. .
0.08
4.864
6
. .
. .
.
.
....
..
.. . . . . . .
....
..
.
...
......
... ....
......
..
....
.
... .......
......
294
SEWER REPORT.
..
. . ...
.
. . .
. .
. . ..
...
. .
. . . .
.
.....
..... . . ....
1
15 x 10 66
. ... ... .....
... ... . ...
4.68
187.20
4 in. 1/4 bend,
...... . . .
.....
...
..
.
.
....
.
0.16
35.52
66
.
.
....
..
...
0.85
408.460
34.174
66 brick masonry, ..
... . ....
.
.
..
... ..........
..
(Rosendale),
8 x 5 Y branches, 10 x 5 T branch, Barrels cement (Portland),.
66
16
QUANTITIES.
ITEMS.
FELTON PLACE-Sect. 5.
QUANTITIES.
ITEMS.
CONTRACT. PRICE.
AMOUNT.
147.081
Cubic yds. earth exca., and refill from surface to depth not exceeding 8 ft., ... 66 between the depths of 8 and 12 ft. below the surface, ..
0.85
0.613
3.225
66 brick masonry,
5.75
18.543
1.166
66 concrete masonry, Linear ft. 6 in. pipe in place, . ..
0.05
12.050
252
Linear ft. underdrain in place, ..
0.15
37.800
1.624
M. ft. spruce lumber in place,
40.00
64.960
167
Linear ft. extra screened gravel and bagging for foundation,
0.10
16.700
MATERIALS FURNISHED BY THE TOWN.
PRICE.
219
Linear ft. 6 inch pipe, ...
0.10
21.90
248
4 inch underdrain,
0.05
12.40
9
6 x 5 Y branches, ...
0.43
3.87
6.75
Barrels cement (Portland),.
2.14
14.44
1.5
66 (Rosendale): .
1.15
1.72
1
Flusher,
5.23
5.23
1
Manhole cover
8.25
12.77
1584
Brick,
. ..........
..
Total, ..
$3 66.782
.
.
. .
.... ....
5.00
5.830
241
. .
.. .......
.
..
...
35.00
35.00
SEWER REPORT.
295
$0.70
$102.956
0.722
296
WYOMING AVENUE .- Sect. 8.
QUANTITIES.
ITEMS.
AMOUNT.
497.422
Cubic yds. earth exca .. and refill from surface to depth not exceeding 8 ft.,
$0.70
$348.195
173.341
between the depths of 8 and 12 ft. below the surface, ..
0.85
147.339
6.965
66
“ 12 " 16 4 66
1.25
8.706
2
66
rock exca., and refill between the depths of 8 and 12 ft. below the surface,.
6.50
16.25
13.969
66
5.75
80.321
7
66 concrete masonry,
5.00
35.000
340.52
Linear ft 8 in. pipe in place, . " 10
0.08
17.526
23.86
66 underdrain in place, M. ft. spruce lumber left in place for sheeting and shoring,.
13.00
1.040
0.080
MATERIALS FURNISHED BY THE TOWN.
PRICE.
315
0.14
44.10
195
Linear ft. 8 in. pipe, . .. " 10
0.21
40.95
244
66 4 inch underdrain, . ..
0.05
12.20
8
10 x 5 Y branches, ..
0.94
7.52
13
8 × 5
0.65
8.45
1
4 inch bend,
0.16
0.16
32
Barrels cement (Portland), ..
2.14
68.48
9
(Rosendale).
1.15
10.35
4
Manhole covers,
5.23
20.92
6705
Brick, ..
8.25
55.32
Total,
$993.453
66
12 16
.. .
...
...
.
0.07
23.836
219.08
0.15
35.790
....
5.50
11.000
2.5
66 brick masonry, ..
.
. .
. .
.
....
......
.
SEWER REPORT.
...
CONTRACT PRICE.
297
SEWER REPORT.
It will be seen by referring to my preliminary report on the sewerage system, that the estimated cost of section five is $55,502.53, and if we add to this the portions of sections 2, 7 and 8 that were included in this contract (estimated upon the same basis), we have an estimated cost of $70,868.61 not including the portion of Lake avenue that has not been built.
It is impossible for an engineer to estimate exactly what a job of this kind is going to cost, before the ground is broken. He has to make a study of the ground in which the sewers are to be built and form his best judgment as to what is likely to be met with, whether it is gravel, ledge, dry soil and sand or quicksand and water, and then make up his mind what it can be handled for and estimate accordingly. These estimates must of necessity be founded upon individ- ual judgment in the absence of some facts as to what there is to be found in the excavations.
The items of safety, such as leaving in part or all of the sheeting and shoring in places, building timber foundations, etc., and laying underdrains, are things that cannot be fig- ured in advance of construction.
These have amounted to much more than I had anticipated, in this section, owing to unavoidable conditions being met with in the construction.
The hardest thing to estimate is what the average con- tractor can and will carry out the work for.
You will see by the following canvass of bids received for our work, the very different lights in which practical and experienced contractors view the same piece of work :
298
CANVASS OF BIDS FOR SECTION 5 AND PARTS OF SECTIONS 2, 7 AND 8 OF SEWER SYSTEM, MELROSE, MASS.
Quantities are approximate, and given only for comparison of bids.
JAMES HEATH & SON,
JOHN SHEEHAN,
McCUSKER BROS. & CO.,
FRANK L. ALLEN,
LUCIAN A. TAYLOR,
JOSEPH LONG & CO.,
WILLIAM S. MARSH,
NAT'L CONST'N CO.,
WEAVING, BOOTH & CO.,
MET'POL'N CONST'N CO ..
J. N. DREW & CO.,
Malden.
LAWRENCE NORTON,
Lawrence.
Excav. to 8 ft., 25,983 cu. yds ...
$0.43
$0.50
$0.60
$0.70
$0.70
$0.58
$0.87
$0.75
$0.95
$0.81
$0.90
$0.64
$1.34
" 8 to 12 ft., 7,693 cu. yds ..
.47
75
.80
.85
1.00
1.25
.87
1.17
1.10
1.00
1.25
1.50
1.50
66
12 to 16 ft., 3,160 cu. yds ..
.55
1.00
1.25
1.25
1.40
1.75
.87
1.75
1.20
1.50
1.50
2.50
3.55
66
16 to 20 ft., 223 cu. yds ..
.65
1.25
1.50
2.00
1.85
2.75
.87
2.33
1.40
2.00
1.75
3.00
2.85
Concrete masonry, per cu. yd. ..
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