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
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)
1,960.00
SQ M
04
e19 - Internal Cont. poured raised conc. curb for rigid pavement x-sectional area = 0.098 SQ M (design stand. No. T-600.11-1)
251.63
M
05
e19 - Internal Cont. poured raised conc. curb for flexible pavement x-sectional area = 0.100 SQ M (design stand. No. T-600.11-1)
755.13
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
M
07
e21 - 180mm Conc. sidewalk @ driveway, over 100 UM Thick polyethylene vapour barrier (design stand. No. T-)
63.56
SQ M
08
e21 - 130mm Conc. sidewalk @ soft boulevard, over 100 UM Thick polyethylene vapour barrier (design stand. No. T-)
663.63
SQ 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
SQ M
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
SQ 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
SQ M
13
B - F1 Floor Conc. slab thickening at rain water interior pier/column 600x600x300 TH, 25 MPa (N-CF) Detail 3/S101
1.00
EA
14
B - F1 Floor Conc. slab thickening at interior pier/column 600x600x100 TH, 25 MPa (N-CF) Detail 2/S101
3.00
EA
15
B - F1 Floor Conc. slab thickening at exterior pier/column 533x700x100 TH, 25 MPa (N-CF) Detail 14/S101
22.00
EA
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
SQ 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
SQ 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
SQ M
19
B - Depressed vault thickenning slab 60 TH 25 MPa (N-CF) Detail:1/S101
3.65
SQ 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 & 2-10M cont. Top Perimeter
Detail:1/S101
10.15
SQ M
21
B - Pier P6 Conc. 483x483x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top
1.00
EA
22
B - Pier P5 Conc. 886x792x1000 DP w/ 13-15M vert. & ties 10M @ 250 oc double at top
1.00
EA
23
B - Pier P4a Conc. 483x483x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
24
B - Pier P4 Conc. 483x483x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
1.00
EA
25
B - Pier P3 Conc. 483x600x1000 DP w/ 8-15M vert. & ties 10M @ 250 oc double at top
6.00
EA
26
B - Pier P2a Conc. 483x600x1000 DP (- chamfer 233x233) w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
27
B - Pier P2 Conc. 483x600x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
10.00
EA
28
B - Pier P1 Conc. 500x500x800 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
1.00
EA
29
B - Pier P1 Conc. 500x500x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
3.00
EA
30
B - F4 Conc. pad footing 1800x1800x400 DP w/ 7-15M EW, T&B
1.00
EA
31
B - F3 Conc. pad footing 1500x1500x350 DP w/ 6-15M EW, T&B
7.00
EA
32
B - F2 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, Bot.
10.00
EA
33
B - F1 Conc. pad footing 900x900x300 DP w/ 3-15M EW, Bot.
9.00
EA
34
B - SF1 Strip conc. footing 70 WD x 200 DP w/ 2-15M cont. bars
5.87
M
35
B - SF1 Strip conc. footing 600 WD x 200 DP w/ 2-15M cont. bars
72.23
M
36
B - SF1 Strip conc. footing 460 WD x 200 DP w/ 2-15M cont. bars
11.41
M
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 2-15M x 600 @ 1200 oc
1.66
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 2-15M x 600 @ 1200 oc
28.95
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 2-15M x 600 @ 1200 oc
6.24
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 2-15M x 600 @ 1200 oc
2.05
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 2-15M x 600 @ 1200 oc
53.17
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 2-15M x 600 @ 1200 oc
6.92
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 2-15M x 600 @ 1200 oc
3.02
M
44
B - Sawcut 3.175~6.4 WD x 75 DP for 300 TH Conc. slab on grade = 6.50 M
1.00
EA
45
B - Sawcut 3.175~6.4 WD x 50 DP for 180 TH Conc. slab on grade = 68 M
1.00
EA
46
B - Sawcut 3.175~6.4 WD x 40 DP for 150 TH Conc. slab on grade = 16 M
1.00
EA
47
B - Sawcut 3.175~6.4 WD x 30 DP for 100 TH Conc. slab on grade = 342 M
1.00
EA
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
9.74
SQ 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
0.98
SQ 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
1.34
SQ M
52
C - F1 Floor Conc. slab thickening at rain water interior pier/column 600x600x300 TH, 25 MPa (N-CF) Detail 3/A101
2.00
EA
53
C - F1 Floor Conc. slab thickening at interior pier/column 600x600x100 TH, 25 MPa (N-CF) Detail 2/A101
2.00
EA
54
C - F1 Floor Conc. slab thickening at exterior pier/column 533x700x100 TH, 25 MPa (N-CF) Detail 14/A101
25.00
EA
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
200.44
SQ 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
42.29
SQ 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
441.65
SQ M
58
C - Depressed vault thickenning slab 60 TH 25 MPa (N-CF)
4.14
SQ 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 & 2-10M cont. Top Perimeter
Detail:1/S101
11.60
SQ M
60
C - Pier P6 Conc. 383x600x- DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
61
C - Pier P5 Conc. 383x600x- DP w/ 8-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
62
C - Pier P4 Conc. 483x483x- DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
3.00
EA
63
C - Pier P3 Conc. 483x600x- DP w/ 8-15M vert. & ties 10M @ 250 oc double at top
6.00
EA
64
C - Pier P2a Conc. 483x600x- DP (- chamfer 233x233) w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
65
C - Pier P2 Conc. 483x600x- DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
10.00
EA
66
C - Pier P1 Conc. 500x500x800 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
67
C - Pier P1 Conc. 500x500x1000 DP w/ 4-15M vert. & ties 10M @ 250 oc double at top
2.00
EA
68
C - F5 Conc. pad footing 4200x2200x350 DP w/ 15M @ 350 OC EW, T&B
1.00
EA
69
C - F4 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, T&B
6.00
EA
70
C - F3 Conc. pad footing 1500x1500x350 DP w/ 5-15M EW Bot.
5.00
EA
71
C - F2 Conc. pad footing 1200x1200x300 DP w/ 4-15M EW, Bot.
6.00
EA
72
C - F1 Conc. pad footing 900x900x300 DP w/ 3-15M EW, Bot.
8.00
EA
73
C - SF1 Strip conc. footing 70 WD x 200 DP w/ 2-15M cont. bars
14.23
M
74
C - SF1 Strip conc. footing 600 WD x 200 DP w/ 2-15M cont. bars
75.59
M
75
C - SF1 Strip conc. footing 460 WD x 200 DP w/ 2-15M cont. bars
6.12
M
76
C - SF1 Strip conc. footing 180 WD x 200 DP w/ 2-15M cont. bars
10.11
M
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 2-15M x 600 @ 1200 oc
3.06
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 2-15M x 600 @ 1200 oc
29.70
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 2-15M x 600 @ 1200 oc
2.12
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 2-15M x 600 @ 1200 oc
2.81
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 2-15M x 600 @ 1200 oc
73.85
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 2-15M x 600 @ 1200 oc
3.18
M
83
C - Sawcut 3.175~6.4 WD x 75 DP for 300 TH Conc. slab on grade = 3.5 M
1.00
EA
84
C - Sawcut 3.175~6.4 WD x 50 DP for 180 TH Conc. slab on grade = 107.50 M
1.00
EA
85
C - Sawcut 3.175~6.4 WD x 40 DP for 150 TH Conc. slab on grade = 2.0 M
1.00
EA
86
C - Sawcut 3.175~6.4 WD x 30 DP for 100 TH Conc. slab on grade = 240 M
1.00
EA
