DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m)
0.450 0.600 5.250 0.900 0.580
X
1 .4
Sl.No.
Particulars & Details of work
L (m)
B (m)
H (m)
Quantity
1 1
2 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m Dry Dry brick brick soalin soaling g PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all mate materi rial als, s, labou labour, r, T&P T&P etc. etc. requi require red d for prop proper er completion of work. Base Slab
3
4
5
6
4.660 4.160 3.660 3.160
4.160 3.660 3.160 2.660
2.460
2.96
2.76
2.26
2 3
1.50 1.50 1.50 1.10
29.078 22.838 17.348 9.246 7.282
0.2
1.248
Cunet 4
Brick Brick work in 1:4 cement cement & coarse coarse sand includi including ng supply of all materials, labour, T&P etc. complete.
0.785
0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m
1.4 1.4 1.4 1.4 1.4
5
RCC work in M 20 grade concrete
6
MS MS work in Reinforcement for RCC work @ 1%
7
Plast Plaster ering ing with with 1:4 ceme cement nt & coarse coarse sand sand morta mortar r including finishing with neat cement
8
Provide Provide and and fix foot steps ( @ 300mm c/c in two rows ) in M.H. M.H. in prope properr posit position ion as per direct directio ion n of Engineer incharge. Supply Supply and and fixing fixing of of 0.6m 0.6m diamet diameter er circula circularr Precas Precastt Concre Concrete te patter pattern n manhol manhole e cover cover with with frame frame and locking arrangement and complete.
9
10
Misc Unfores Unforeseen een items items
0.404 8.524 0.900 0.900 0.900 0.900 0.900
1.5 1.5 1.5 0.75 0.2
1.904 3.150 4.444 3.010 0.252 19.782
1.4
0.900
23
Nos
1 1
4.800
22.080
23.000
1.000 Job
1.000
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m)
0.450 0.600 3.750 0.900 0.460
X
1.4
Sl.No.
Particulars & Details of work
L (m)
B (m)
H (m)
Quantity
1 1
2 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m Dry brick soaling PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab Cunet Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete.
3
4
5
6
4.160 3.660 3.160 0.000
3.660 3.160 2.660 0.000
2.220
2.72
2.52
2.02
2 3
4
0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m 5 6 7 8
9
10
RCC work in M 20 grade concrete MS work in Reinforcement for RCC work @ 1% Plastering with 1:4 cement & coarse sand mortar including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items
1.50 1.50 1.15 0.00
22.838 17.348 9.666 0.000 6.038
0.2
1.018 0.404 8.524
0.785
1.4 1.4 1.4 1.4 1.4
0.900 0.900 0.900 0.900 0.900
1.5 1.5 0.6 0 0.2
1.904 3.150 1.777 0.000 0.252 19.782 15.180
1.4
0.900
3.300
18
Nos
18.000
1 1
Job
1.000 1.000
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m)
0.450 0.600 2.250 0.900 0.350
X
1.2
Sl.No.
Particulars & Details of work
L (m)
B (m)
H (m)
Quantity
1 1
2 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m Dry brick soaling PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab Cunet Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete.
3
4
5
6
3.460 2.960
3.160 2.660
2.000
2.3
2.1
1.8
2 3
4
0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m 5 6 7 8
9
10
RCC work in M 20 grade concrete MS work in Reinforcement for RCC work @ 1% Plastering with 1:4 cement & coarse sand mortar including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items
1.50 1.15 0.00 0.00
16.400 9.055 0.000 0.000 4.600
0.2
0.756 0.323 8.524
0.785
1.4 1.4 1.4 1.4 1.2
0.900 0.900 0.900 0.900 0.900
1.5 0.6 0 0 0.2
1.904 1.260 0.000 0.000 0.216 16.956 7.560
1.2
0.900
1.800
13
Nos
13.000
1 1
Job
1.000 1.000
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m)
0.450 0.600 1.000 0.900 0.230
X
1.2
Sl.No.
Particulars & Details of work
L (m)
B (m)
H (m)
Quantity
1 1
2 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m Dry brick soaling PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab Cunet Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete.
3
4
5
6
2.260
1.960
1.760
2.06
1.86
1.56
2 3
4
0.0 to 1.5m 5 6 7 8
9
10
RCC work in M 20 grade concrete MS work in Reinforcement for RCC work @ 1% Plastering with 1:4 cement & coarse sand mortar including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items
1.40
6.201 3.626
0.2
0.580 0.323 8.524
0.785
1.2 1.2
0.900 0.900
1.5 0.2
1.2
0.900
0.550
1.766 0.216 16.956 2.310
6
Nos
6.000
1 1
Job
1.000 1.000
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m) Sl. No. 1 1
2 3
Particulars
Quantity
2 3 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 29.078 1.5 to 3.0m 22.838 3.0 to 4.5m 17.348 4.5 to 6.0m 9.246 Dry brick soaling 7.282 PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab 1.248 Cunet
4
0.450 0.600 5.250 0.900 0.580
Rate
Amount
4
5
6
3
m 3 m 3 m 3 m 2 m
102.65 129.45 162.91 191.21 319.20
2984.898 2956.431 2826.228 1767.958 2324.287
3
5483.30
6840.524
3
5483.30
2217.127
m m
1.904 3.150 4.444 3.010 0.252
m 3 m m 3 m
3
3488.76 3593.42 3732.97 3907.41
3
9769.83
6643.997 11319.286 16587.845 11762.093 2461.998
19.782
kg
97.70
1932.668
RCC work in M 20 grade concrete
6
MS work in Reinforcement for RCC work @ 1%
7
Plastering with 1:4 cement & coarse sand mortar 22.080 including finishing with neat cement
10
Unit
0.404
5
9
1.4
Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m
8
X
Provide and fix foot steps ( @ 300mm c/c in two rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items
m
2636.458 2
m
119.40
23.000
4600.000 Nos.
200.00
1.000
1.000
2500.000 Nos.
2500.00
Job
1139
1139.000
Say Rs
83500.797 83500.00
Total
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m) Sl. No. 1 1
2 3
4
Particulars
Quantity
2 3 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 22.838 1.5 to 3.0m 17.348 3.0 to 4.5m 9.666 4.5 to 6.0m 0.000 Dry brick soaling 6.038 PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab 1.018 Cunet 0.404 Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m
5 6 7 8
9
10
0.450 0.600 3.750 0.900 0.460
1.904 3.150 1.777 0.000 RCC work in M 20 grade concrete 0.252 MS work in Reinforcement for RCC work @ 1% 19.782 Plastering with 1:4 cement & coarse sand mortar 15.180 including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two 18.000 rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast 1.000 Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items 1.000 Total
X
1.4
Unit
Rate
Amount
4
5
6
3
m 3 m 3 m 3 m 2 m
102.65 129.45 162.91 191.21 319.20
2344.362 2245.750 1574.760 0.000 1927.457
m 3 m
3
5483.30 5483.30
5582.436 2217.127
m 3 m 3 m 3 m 3 m kg
3
3488.76 3593.42 3732.97 3907.41 9769.83 97.70
2
6643.997 11319.286 6635.138 0.000 2461.998 1932.668 1812.565
119.40
m
3600.000 Nos.
200.00 2500.000
Nos. Job
2500.00 2203
Say Rs
2203.000 55000.543 55000.00
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m) Sl. No. 1 1
2 3
4
Particulars
Quantity
2 3 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m 16.400 1.5 to 3.0m 9.055 3.0 to 4.5m 0.000 4.5 to 6.0m 0.000 Dry brick soaling 4.600 PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab 0.756 Cunet 0.323 Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete. 0.0 to 1.5m 1.5 to 3.0m 3.0 to 4.5m 4.5 to 6.0m
5 6 7 8
9
10
0.450 0.600 2.250 0.900 0.350
1.904 1.260 0.000 0.000 RCC work in M 20 grade concrete 0.216 MS work in Reinforcement for RCC work @ 1% 16.956 Plastering with 1:4 cement & coarse sand mortar 7.560 including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two 13.000 rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast 1.000 Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items 1.000 Total
X
1.2
Unit
Rate
Amount
4
5
6
3
m 3 m 3 m 3 m 2 m
102.65 129.45 162.91 191.21 319.20
1683.501 1172.123 0.000 0.000 1468.320
m 3 m
3
5483.30 5483.30
4145.373 1772.980
m 3 m 3 m 3 m 3 m kg
3
3488.76 3593.42 3732.97 3907.41 9769.83 97.70
2
6643.997 4527.714 0.000 0.000 2110.284 1656.573 902.700
119.40
m
2600.000 Nos.
200.00 2500.000
Nos. Job
2500.00 1317
Say Rs
1317.000 32500.565 32500.00
DETAILED MEASUREMENT OF RECTANGULAR BRICK MANHOLE FOR GIVEN SIZE & DEPTH DIA. Sewer (m) Outer Dia of Pipe (m) average depth (m) Size of manhole (m) Wall thickness (m)
0.450 0.600 1.000 0.900 0.230
X
1.2
Sl. No.
Particulars
Quantity
Unit
Rate
Amount
1 1
2 Excavation of earth in ordinary soil including lift upto 1.5m. and led upto 50m. and filling watering, ramming the earth into the trenches and disposal of surplus earth upto distance of 60m. 0.0 to 1.5m Dry brick soaling PCC work with 20mm stone ballast, coarse sand & cement in proportion of 4:2:1 including supply of all materials, labour, T&P etc. required for proper completion of work. Base Slab Cunet Brick work in 1:4 cement & coarse sand including supply of all materials, labour, T&P etc. complete.
3
4
5
6
2 3
4
m 2 m
102.65 319.20
636.578 1157.292
0.580 0.323
m 3 m
3
5483.30 5483.30
3182.068 1772.980
1.766 RCC work in M 20 grade concrete 0.216 MS work in Reinforcement for RCC work @ 1% 16.956 Plastering with 1:4 cement & coarse sand mortar 2.310 including finishing with neat cement Provide and fix foot steps ( @ 300mm c/c in two 6.000 rows ) in M.H. in proper position as per direction of Engineer incharge. Supply and fixing of 0.6m diameter circular Precast 1.000 Concrete pattern manhole cover with frame and locking arrangement and complete. Misc Unforeseen items 1.000 Total
m 3 m kg
3
3488.76 9769.83 97.70
2
6162.546 2110.284 1656.573 275.825
119.40
0.0 to 1.5m
5 6 7 8
9
10
3
6.201 3.626
m
1200.000 Nos.
200.00 2500.000
Nos. Job
2500.00 846.000
Say Rs
846.000 21500.144 21500.00
