Muhammad Imran
$30/hr
Civil Engineering, Cost Estimator, Quantity Surveyor, AutoCAD Expert
- Reply rate:
- -
- Availability:
- Full-time (40 hrs/wk)
- Location:
- Mianwali, Punjab, Pakistan
- Experience:
- 23 years
The Queensway Retail Development
Sr. No Name
Qty
Units
01
e2 - Prop. bollard
14.00
EA
02
e14 - Prop. Conc. Steps (Size not found)
3.00
EA
03
e18 - 150mm Conc. sidewalk light broom finish w/ WWM 150x150 18.7/18.7 Control joint max. @ 2000 oc, saw cut after 24
hrs (Detail-1/A101) = 1960.00 x 0.150 = 294.00 CU. M
294.00
CU. M
04
e19 - Internal Cont. poured raised conc. curb for rigid pavement x-sectional area = 0.098 SQ M (design stand. No. T-600.111) = 251.63 x 0.098 = 24.66 CU. M
24.66
CU. M
05
e19 - Internal Cont. poured raised conc. curb for flexible pavement x-sectional area = 0.100 SQ M (design stand. No. T600.11-1) = 755.13 x 0.100 = 75.51 CU. M
75.51
CU. M
06
e20 - New municipal Conc. curb w/ gutter for flexible pavement x-sectional area = 0.176 SQ M (design stand. No. T-) = 302.57 x 0.176 = 53.25 CU. M
53.25
CU. M
07
e21 - 180mm Conc. sidewalk @ driveway, over 100 UM Thick polyethylene vapour barrier (design stand. No. T-) =
63.56 x 0.180 = 11.44 CU. M
11.44
CU. M
08
e21 - 130mm Conc. sidewalk @ soft boulevard, over 100 UM Thick polyethylene vapour barrier (design stand. No. T-) = 663.63 x 0.130 = 86.27 CU. M
86.27
CU. M
09
B - Rigid Insulation
123.81
SQ M
10
B - Lean Conc. frost protected entrance slab at doors 4 MPa min. 1250 DP = 18.03 x 1.250 = 22.54 CU. M
22.54
CU. M
Total Qty
11
B - F1 Floor Conc. slab thickening at opening 50 TH, 25 MPa (N-CF) w/ Dowels 10M @ 300 oc (450+750 = 1200) Detail
15/S101 = 0.71 x 0.050 = 0.04 CU. M
0.04
CU. M
12
B - F1 Floor Conc. slab thickening at opening 100 TH, 25 MPa (N-CF) w/ Dowels 10M @ 300 oc (450+750 = 1200) Detail
5/S101 = 3.76 x 0.100 = 0.38 CU. M
0.38
CU. M
13
B - F1 Floor Conc. slab thickening at rain water interior pier/column 600x600x300 TH, 25 MPa (N-CF) Detail 3/S101 = 1 x
0.600 x 0.600 x 0.300 = 0.11 CU. M
0.11
CU. M
14
B - F1 Floor Conc. slab thickening at interior pier/column 600x600x100 TH, 25 MPa (N-CF) Detail 2/S101 = 3 x 0.600 x 0.600
x 0.100 = 0.11 CU. M
0.11
CU. M
15
B - F1 Floor Conc. slab thickening at exterior pier/column 533x700x100 TH, 25 MPa (N-CF) Detail 14/S101 = 22 x 0.533 x
0.700 x 0.100 = 0.82 CU. M
0.82
CU. M
16
B - F1 Floor Conc. slab on grade 180 TH sawcut, 25 MPa (N-CF) w/ WWM 152x152xMW18.7xMW18.7 w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil poly vapour barrier = 96.32 x 0.180 = 17.34 CU. M
17.34
CU. M
17
B - F1 Floor Conc. slab on grade 150 TH sawcut, 25 MPa (N-CF) w/ 10M @ 300 oc E.W w/ 50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour barrier = 24.06 x 0.150 = 3.61 CU. M
3.61
CU. M
18
B - F1 Floor Conc. slab on grade 100 TH sawcut, 25 MPa (N-CF) w/ WWM 152x152xMW18.7xMW18.7 w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil poly vapour barrier = 465.23 x 0.100 = 46.52 CU. M
46.52
CU. M
19
B - Depressed vault thickenning slab 60 TH 25 MPa (N-CF) Detail:1/S101) = 3.65 x 0.060 = 0.22 CU. M
0.22
CU. M
20
B - Depressed vault slab 300 TH 25 MPa (N-CF) w/ 15M @ 300 oc E.W T&B w/ alaround Z-bar 10Mx450Hx300vx450H & 210M cont. Top Perimeter Detail:1/S101 = 10.15 x 0.300 = 3.05 CU. M
3.05
CU. M
72.18
21
B - Pier P6 Conc. 483x483x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top = 1x0.483x0.483x1.00 = 0.23 CU. M
0.23
CU. M
22
B - Pier P5 Conc. 886x792x1000 DP w/ 13-15M vert. & ties 10M @ 250 oc double at top = 1x0.886x0.792x1.00 = 0.70 CU.
M
0.70
CU. M
23
B - Pier P4a Conc. 483x483x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 2x0.483x0.483x1.00 = 0.47 CU. M
0.47
CU. M
24
B - Pier P4 Conc. 483x483x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 1x0.483x0.483x1.00 = 0.23 CU. M
0.23
CU. M
25
B - Pier P3 Conc. 483x600x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top = 6x0.483x0.600x1.00 = 1.74 CU. M
1.74
CU. M
26
B - Pier P2a Conc. 483x600x1000 DP (- chamfer 233x233) w/ 4-15M vert. & ties 10M @ 250 oc double at top =
2x((0.483x0.600)-(0.233x0.233x0.5))x1.00 = 0.41 CU. M
0.53
CU. M
27
B - Pier P2 Conc. 483x600x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 10x0.483x0.600x1.00 = 2.90 CU. M
2.90
CU. M
28
B - Pier P1 Conc. 500x500x800 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 1x0.500x0.500x0.800 = 0.20 CU. M
0.20
CU. M
29
B - Pier P1 Conc. 500x500x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 3x0.500x0.500x1.00 = 0.75 CU. M
0.75
CU. M
7.75
30
B - F4 Conc. pad footing 1800x1800x400 DP w/ 7-15M EW, T&B = 1x1.800x1.800x0.400 = 1.30 CU. M
1.30
CU. M
31
B - F3 Conc. pad footing 1500x1500x350 DP w/ 6-15M EW, T&B = 7x1.500x1.500x0.350 = 5.51 CU. M
5.51
CU. M
32
B - F2 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, Bot. = 10x1.200x1.200x.300 = 4.32 CU. M
4.32
CU. M
33
B - F1 Conc. pad footing 900x900x300 DP w/ 3-15M EW, Bot. = 9x0.900x0.900x0.300 = 2.19 CU. M
2.19
CU. M
13.32
34
B - SF1 Strip conc. footing 70 WD x 200 DP w/ 2-15M cont. bars = 5.87x0.070x0.200 = 0.08 CU. M
0.08
CU. M
35
B - SF1 Strip conc. footing 600 WD x 200 DP w/ 2-15M cont. bars = 72.23x0.600x0.200 = 8.67 CU. M
8.67
CU. M
36
B - SF1 Strip conc. footing 460 WD x 200 DP w/ 2-15M cont. bars = 11.41x0.460x0.200 = 1.05 CU. M
1.05
CU. M
9.80
37
B - FW2 Found. wall 325 Th x 1400 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 1.66x0.275x1.400 = 0.64 CU. M
0.64
CU. M
38
B - FW2 Found. wall 325 Th x 1300 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 28.95x0.275x1.300 = 10.35 CU. M
10.35
CU. M
39
B - FW2 Found. wall 325 Th x 1100 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 6.24x0.275x1.100 = 1.89 CU. M
1.89
CU. M
40
B - FW1 Found. wall 300 TH X 970 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 2.05x0.250x0.970 = 0.50 CU. M
0.50
CU. M
41
B - FW1 Found. wall 300 TH X 1400 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 53.17x0.250x1.400 = 18.61 CU. M
18.61
CU. M
42
B - FW1 Found. wall 300 TH X 1400 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 6.92x0.250x1.400 = 2.42 CU. M
2.42
CU. M
43
B - FW1 Found. wall 300 TH X 1000 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 3.02x0.250x1.000 = 0.76 CU. M
0.76
CU. M
35.16
44
B - Sawcut 3.175~6.4 WD x 75 DP for 300 TH Conc. slab on grade = 6.50 M
6.50
M
45
B - Sawcut 3.175~6.4 WD x 50 DP for 180 TH Conc. slab on grade = 68 M
68.00
M
46
B - Sawcut 3.175~6.4 WD x 40 DP for 150 TH Conc. slab on grade = 16 M
16.00
M
47
B - Sawcut 3.175~6.4 WD x 30 DP for 100 TH Conc. slab on grade = 342 M
342.00
M
48
C - Rigid Insulation
136.12
SQ M
49
C - Lean Conc. frost protected entrance slab at doors 4 MPa min. 1100 DP (Detail:5/S101) = 9.74x1.100 = 10.71 CU. M
10.71
CU. M
50
C - F1 Floor Conc. slab thickening at opening 50 TH, 25 MPa (N-CF) w/ Dowels 10M @ 300 oc (450+750 = 1200) Detail
15/S101 = 0.98x0.050 = 0.050 CU.M
0.05
CU. M
51
C - F1 Floor Conc. slab thickening at opening 100 TH, 25 MPa (N-CF) w/ Dowels 10M @ 300 oc (450+750 = 1200) Detail
5/S101 = 1.34x0.100 = 0.13 CU. M
0.13
CU. M
52
C - F1 Floor Conc. slab thickening at rain water interior pier/column 600x600x300 TH, 25 MPa (N-CF) Detail 3/A101 =
2x0.600x0.600x0.300 = 0.22 CU. M
0.22
CU. M
53
C - F1 Floor Conc. slab thickening at interior pier/column 600x600x100 TH, 25 MPa (N-CF) Detail 2/A101 =
2x0.600x0.600x0.100 = 0.07 CU. M
0.07
CU. M
54
C - F1 Floor Conc. slab thickening at exterior pier/column 533x700x100 TH, 25 MPa (N-CF) Detail 14/A101 =
25x0.533x0.700x0.100 = 0.93 CU. M
0.93
CU. M
55
C - F1 Floor Conc. slab on grade 180 TH sawcut, 25 MPa (N-CF) w/ WWM 152x152xMW18.7xMW18.7 w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil poly vapour barrier = 200.44x0.180 = 36.08 CU. M
36.08
CU. M
56
C - F1 Floor Conc. slab on grade 150 TH sawcut, 25 MPa (N-CF) w/ 10M @ 300 oc E.W w/ 50mm EPS rigid insul. extend
1200mm w/ 6mil poly vapour barrier = 42.29x0.150 = 6.34 CU. M
6.34
CU. M
57
C - F1 Floor Conc. slab on grade 100 TH sawcut, 25 MPa (N-CF) w/ WWM 152x152xMW18.7xMW18.7 w/ 50mm EPS rigid
insul. extend 1200mm w/ 6mil poly vapour barrier = 441.65x0.100 = 44.17 CU. M
44.17
CU. M
58
C - Depressed vault thickenning slab 60 TH 25 MPa (N-CF) = 4.14x0.060 = 0.25 CU. M
0.25
CU. M
59
C - Depressed vault slab 300 TH 25 MPa (N-CF) w/ 15M @ 300 oc E.W T&B w/ alaround Z-bar 10Mx450Hx300Vx450H & 210M cont. Top Perimeter Detail:1/S101 = 11.60x0.300 = 3.48 CU. M
3.48
CU. M
91.72
60
C - Pier P6 Conc. 383x600x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 2x0.383x0.600x1.00 = 0.46 CU. M
0.46
CU. M
61
C - Pier P5 Conc. 383x600x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top = 2x0.383x0.600x1.00 = 0.46 CU. M
0.46
CU. M
62
C - Pier P4 Conc. 483x483x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 3x0.483*0.483*1.00 = 0.70 CU. M
0.70
CU. M
63
C - Pier P3 Conc. 483x600x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top = 6x0.483x0.600x1.00 = 1.74 CU. M
1.74
CU. M
64
C - Pier P2a Conc. 483x600x1000 DP (- chamfer 233x233) w/ 4-15M vert. & ties 10M @ 250 oc double at top =
2x((0.483x0.600) - (0.233x0.233x0.50))x1.00 = 0.53 CU. M
0.53
CU. M
65
C - Pier P2 Conc. 483x600x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 10x0.483x0.600x1.00 = 2.90 CU. M
2.90
CU. M
66
C - Pier P1 Conc. 500x500x800 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 2x0.500x0.500x0.800 = 0.40 CU. M
0.40
CU. M
67
C - Pier P1 Conc. 500x500x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top = 2x0.500x0.500x1.00 = 0.50 CU. M
0.50
CU. M
7.68
68
C - F5 Conc. pad footing 4200x2200x350 DP w/ 15M @ 350 OC EW, T&B = 1x4.200x2.200x0.350 = 3.23 CU. M
3.23
CU. M
69
C - F4 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, T&B = 6x1.200x1.200x0.300 = 2.59 CU. M
2.59
CU. M
70
C - F3 Conc. pad footing 1500x1500x350 DP w/ 5-15M EW Bot. = 5x1.500x1.500x0.350 = 3.94 CU. M
3.94
CU. M
71
C - F2 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, Bot. = 6x1.200x1.200x0.300 = 2.59 CU. M
2.59
CU. M
72
C - F1 Conc. pad footing 900x900x300 DP w/ 3-15M EW, Bot. = 8x0.900x0.900x0.300 = 1.94 CU. M
1.94
CU. M
14.30
73
C - SF1 Strip conc. footing 70 WD x 200 DP w/ 2-15M cont. bars = 14.23x0.070x0.200 = 0.20 CU. M
0.20
CU. M
74
C - SF1 Strip conc. footing 600 WD x 200 DP w/ 2-15M cont. bars = 75.59x0.600x0.200 = 9.07 CU. M
9.07
CU. M
75
C - SF1 Strip conc. footing 460 WD x 200 DP w/ 2-15M cont. bars = 6.12x0.460x0.200 = 0.56 CU. M
0.56
CU. M
76
C - SF1 Strip conc. footing 180 WD x 200 DP w/ 2-15M cont. bars = 10.11x0.180x0.200 = 0.36 CU. M
0.36
CU. M
10.20
77
C - FW2 Found. wall 325 Th x 1400 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 3.06x0.275x1.400 = 1.18 CU. M
1.18
CU. M
78
C - FW2 Found. wall 325 Th x 1300 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 29.70x0.275x1.300 = 10.62 CU. M
10.62
CU. M
79
C - FW2 Found. wall 325 Th x 1100 HT Conc. (125 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 2.12x0.275x1.100 = 0.64 CU. M
0.64
CU. M
80
C - FW1 Found. wall 300 TH X 970 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 2.81x0.250x0.970 = 0.68 CU. M
0.68
CU. M
81
C - FW1 Found. wall 300 TH X 1400 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 73.85x0.250x1.400 = 25.85 CU. M
25.85
CU. M
82
C - FW1 Found. wall 300 TH X 1000 HT Conc. (100 Conc. + 50 Insul. + 150 Conc.) w/ 1-15M + 2-15M Cont. top & Dowels 215M x 600 @ 1200 oc = 3.18x0.250x1.00 = 0.80 CU. M
0.80
CU. M
39.76
83
C - Sawcut 3.175~6.4 WD x 75 DP for 300 TH Conc. slab on grade = 3.5 M
3.50
M
84
C - Sawcut 3.175~6.4 WD x 50 DP for 180 TH Conc. slab on grade = 107.50 M
107.50
M
85
C - Sawcut 3.175~6.4 WD x 40 DP for 150 TH Conc. slab on grade = 2.0 M
2.00
M
86
C - Sawcut 3.175~6.4 WD x 30 DP for 100 TH Conc. slab on grade = 240 M
240.00
M
