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Name of Work: Construction of Academic B
Situation of Work: NEW CONSTRUCTION AT P
(A) Excavation for Foundation in Any Type of Soil
S.No Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
5 columns 59
Total=
Total=
Add 5%Extra as F.O.S=
Total Quantity of Excavation=
Rate/Cum S.R(03-23-b)=
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Total Amount=
(B) P/L P.C.C 1:4:8 in Foundation
S.No Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
5 columns 59
Total
Total
Add 5%Extra
Total Quantity o
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Rate/Cum S.
Total Am
P/L R.C.C (1:2:4) in Foundation
Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
5 columns 59
Plinth beam
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
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Total=
Total
Add 5%Extra
Total Quantity o
6 Rate/Cum S.
Total Am
P/L B.B.M in 1:6 CSM in foundation
Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
Total
Total
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Add 5%Extra
Total Quantity o
6 Rate/Cum S.
econd Step Total Am
14
P/L B.B.M in 1:6 CSM in supper structure
Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
19
20
21
22
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cemant plaster (1:4) ratio in su
No Description No
1 Long wall (External)class room 2
2 Short wall class room 2
3 Short wall class room+ labe 2
4 office short wall 22
4 ceiling
5 Total=
15
P/L R.C.C 1:2:4 in Beams, Columns, slabe and Other Structural Members
1 Description No
2 Long wall (External)class room 2
3 Short wall class room 2
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4 Short wall class room+ labe 2
5 office short wall 22
Columns 59
Slab 1
2 Long wall (External)class room 1
3 Short wall class room 1
4 Short wall class room+ labe 1
5 office short wall 11
12
Rcc (1:2:4) in lintel beam
S Description No
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S/F of Mild Steel Reinforcement
Qty of R.C.C=
1.5% of R.C.C Qty 48.39
(H) P/L of 1/4" thick Glazed Ceramic tiles over P.C Plaster
Description No
7
P/L P.C.C 1:4:8 in Flooring
Description No
1
Total
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7
Marbel
Description No
1
Total
P/LMorbal Skirting in white cement
Description No
1 Long wall (External)class room 2
2 Short wall class room 2
4 office short wall 11
2 Total
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Total= S/F Steel Doors of Approved Specifications
Description No
19
8
2 S/F of Steel Grill to Windows
3
Total= Description No
20
Total
S/F of Steel Grill to Stair + Verandha
Description No
flight 2
Verandha 1
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R P/L Three Coats of Distemper to New Surfaces
Description No
1 Long wall (External)class room 2
2 Short wall class room 2
3 Short wall class room+ labe 2
4 office short wall 22
4 ceiling
Total
5 Applying 2 coats weather shield
7 Description No
1 Long wall (External)class room 1
2 Short wall class room 1
3 Short wall class room+ labe 1
4 office short wall 11
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10
11
S/F Almunium Windows of Approved Specifications
20
Total
Fly screen shutter
10
Total
Single layer of tiles10''x5''x1.25'' laid over 4'' earth and 1'' mud plaster on to
Description No
Roof insulation
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Cerimic tile
Description No
1
2
2
NAME OF WORK: Constant at Additional Academic Block in Abdul Wali Kha
INTERNAL/EXTERNAL WATER SUPPLY AND SANITARY INSTALLATION
S.No Description
1 S/F of C.P Bib/Stop Cock etc (14-22-a)
3 S/F of pillar cock C.P
4 S/F of floor trap (14-31-b)
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5 S/F of brass ball valve 3/4" dia (14-48-b)
6 S/F of brass ball valve 1" dia (14-48-c)
7 S/F of brass ball valve 1.5" dia (14-48-e)
9 S/F of wash hand basin I/c pedestal (14-5-b-01)
10 S/F W.C orissa type (14-03-a)
11 S/F os low level flushing tank (14-10-a)
12 S/F of plastic shelves (14-20-d)
13 S/F of looking mirror imported (14-17)
14 S/F of soap dish (14-20-a)
15 S/F of towel rail plastic (14-20-c)
16 S/F of toilet paper holder plastic (14-20-b)
17 S/F of 2" dia C.I pipe (14-34-a-02)
18 S/F of 4" dia C.I pipe (14-34-b-01)
19 S/F of 6" dia Rcc pipe (23-01-b)
20 S/F of 2" dia pvc pipe (24-18-c-03)
22 Contant of septic tank (23-10)
24 Contant of main hole 18" dia
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25 P/F of G.I pipe 2" dia IIL (14-55-a)
26 Contant of main hole 12" dia IIL (14-37-a)
27 P/F of G.I pipe 1.5" dia IIL (14-37-a)
28 P/F of G.I pipe 1" dia IIL (14-55-d)
29 P/F of G.I pipe 3/4" dia IIL (14-55-e)
30 P/F of G.I pipe 1/2" dia IIL (14-55-f)
31 S/F of European W.C (14-01-b)
Total Rs.
Civil work
S.No Description
1 xcavation for Foundation in Any Type of Soi
P/L P.C.C 1:4:8 in Foundation
P/L R.C.C (1:2:4) in Foundation
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P/L B.B.M in 1:6 CSM in foundation
6 P/L B.B Masonry in 1:6 C.M as in superstructure
8 S/Fabrication of Mild Steel Reinforcement etc
9 P/L 1/2" thick P.C Plaster in 1:4 Cm etc
12 P/L 4" thick PCC 1:4:8 as under floor etc
15 P/L of 1/2" thick Morbal Skirting in white cement
16 P/L of 1/4" thick Glazed Ceramic tiles over P.C
17 S/F of Aluminium Bronze/Black Window sliding
18 S/F Steel Door of approved design
19 P/F of steel grill to windows of approved design
20 P/L of Marble Strips as in flooring etc
21 P/L PCC 1:3:6 etc
22 Roof treatment
22 P/L 3 coats of distempering to new surface
23 Applying 2 coats weather shield
24 P/L RCC 1:2:4 as in slab, bean, columns etc in
26 S/F of Stair Railing + verandha
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27
Total Rs. Total
INTERNAL ELECTRIFICATION
NAME OF WORK: Constant at Additional Academic Block in Abdul Wali Kha
S.No Description
1 Wiring of Light/Fan/Call bell point in 3/29 PVC (1
2
3
5 S/F Earthing special complete (15-53)
7 S/F of Exhaust fan 16" sweep (15-69-b)
8
9 S/F of single phase auto circuit breaker 10 Amp
S/F of best quality A.C Ceilling Fan complete56" sweep as specified Pak Asia Climax Royal(15-68-c)S/F of tube light I/c rod choke etc completesingle rod (140 watts) with 1" choke & 1starter (15-24-b)
S/F of cubical type factory fabricated floor/wallmounting steel main board complete (15-75-a)
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10 S/F of main submain 7/29 (15-48-b)
13 S/F of fan hook (15-25)
15 S/F of main 7/064 PVC wire(15-48-d)
18 S/F of Energy Savers
Button / holder
5 AMP circuit breaker
2 pin socket
Total=
Summary Of Capital Co
S.No Summary Of Capital Cost
1 Civil Works
2 Plumbing Works
3 Electric Works
ame Of Project:Construction Of Additional Academic Block At The Right Side Of Ex
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Total (Rs)
Total Cost Of Project(Rs) Millions
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locks At BLOC AT PALOOSA CAMPUS
LOOSA CAMPUS OVER EXISTING BUILDING.
Length Width Depth Qty
347.5 3.5 3.5 4256.88
290 3.5 3.5 3552.5
307 4.5 3.5 4835.25
16 2.5 3.5 1540
6 6 3.5 7434
21618.63
668.89
43906.14 Cum
0 Cum
0 Cum
105.1 Rs
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0 Rs
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 3.5 0.33 401.36
290 3.5 0.33 334.95
307 4.5 0.33 455.9
16 2.5 0.33 145.2
6 6 0.33 700.92
2038.33 cft
57.71 cum
=
=
as F.O.S=
Excavation=
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(03-23-b)=
ount=
Length(Ft) Width(Ft) Dipth.(Ft) Qty Cum
347.5 3.5 1.13 1368.28
290 3.5 1.13 1141.88
307 4.5 1.13 1554.19
16 2.5 1.13 495
6 6 1.13 2389.5
347.5 1.13 1.38 537.54
290 1.13 1.38 448.59
307 1.13 1.38 474.89
16 1.13 1.38 272.25
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as F.O.S=
Excavation=
(03-23-b)=
ount=
#REF!
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 0.75 10.5 2736.56
290 0.75 10.5 2283.75
307 0.75 10.5 2417.63
18 0.75 10.5 1559.25
Total:- 8997.19 cft
296.21 cum
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Rate/Cum S.R(03-23-b)=
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 10.5 7297.5
290 10.5 6090
307 10.5 6447
18 10.5 4158
8444 23992.5 cft
32436.5
cum
2229.79
Cft
Cum
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 0.75 0.75 390.94
290 0.75 0.75 326.25
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307 0.75 0.75 345.38
18 0.75 0.75 222.75
1.13 1.13 11 821.39
8442 0.5 4221
347.5 1 1.08 375.3
290 1 1.08 313.2
307 1 1.08 331.56
18 1 1.08 213.84
7561.6
Total 214.09
Length(Ft) Width(Ft) Depth(Ft) Qty
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0
cft
410.83 cum 14510.45
Ton
Length(Ft) Width(Ft) Depth(Ft) Qty
38
32
Total 70 Tons
Cum
Length(Ft) Width(Ft) Depth(Ft) Qty
8442 0.33 2785.86
2785.86
= 2785.86
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78.9 M3
0
Cft
Cum
Cum
Length(Ft) Width(Ft) Depth(Ft) Qty
8442 8442
8442
784.57
Sft
Length(Ft) Width(Ft) Depth(Ft) Qty M2
347.5 0.5 347.5
290 0.5 290
18 0.5 99
736.5 cum
68.45
=
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Length(Ft) Width(Ft) Depth(Ft) Qty
3.5 8.5 565.25
2.5 7.5 150
715.25
66.47
Length(Ft) Width(Ft) Depth(Ft) Qty
6 6 720
66.91
= 66.91
Length(Ft) Width(Ft) Depth(Ft) Qty
22 4 88
123 3.75 1488 cft
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1576 cum
146.47
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 10.5 7297.5
290 10.5 6090
307 10.5 6447
18 10.5 4158
8444 23992.5 cft
=
Length(Ft) Width(Ft) Depth(Ft) Qty
347.5 10.5 3648.75
290 10.5 3045
307 10.5 3223.5
18 10.5 2079
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11996.25 cum
1114.89
6 6 720
66.91
=
6 6 360
33.46
=
of RC roof slab
Length(Ft) Width(Ft) Depth(Ft) Qty
8442
8442 m2
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784.57
Length(Ft) Width(Ft) Depth(Ft) Qty
18 17 306
18 5 180
17 5 170
Total:- 656 Sft
60.97 M2
n University, Mardan.
Unit Quantity Rate Amount
No 10 579.22 5792.2
No 8 417.8 3342.4
No 10 579.65 5796.5
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No 4 204.12 816.48
No 2 377.22 754.44
No 1 657.87 657.87
No 8 2072.06 16576.48
No 7 1288.45 9019.15
No 7 1484 10388
No 10 77.07 770.7
No 10 645.25 6452.5
No 10 107.32 1073.2
No 2 137.57 275.14
No 10 125.47 1254.7
M 5 868.4 4342
M 15 1202.14 18032.1
M 60 322.57 19354.2
M 50 182.41 9120.5
No 1 10154.55 10154.55
No 2 1538.36 3076.72
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7-4-a-05 M3 72.78 3456.81 251582.97
07-05-a-05 M3 296.21 3721.99 1102497.67
06-07-c Ton 70 82234.55 5756418.5
11-09-b M2 2229.79 123.61 275623.88
10-22-a M3 78.9 2890.3 228031.82
10-40-a-02 M2 68.45 590.39 40410.99
10-38-a M2 60.97 789.83 48153.2
12-54-c-01 M2 66.91 3830.87 256340.74
12-47- M2 66.47 4315.53 286866.43
12-50- M2 66.91 1509.75 101024.16
10-43-c M 784.57 9.58 7516.2
06-05-f M3 3477.21 0
5-Sep M2 784.57 529.52 415446.83
11-23-a-02 M2 23992.5 42.04 1008644.7
13-38-b+13-38-a M2 1114.89 132.69 147935.17
06-06-a-03+06-06-e M3 214.09 5680.25 1216075.77
25-33 M2 146.47 2379.47 348517.17
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17197088.34
n University, Mardan.
Unit Quantity Rate Amount
No 130 867.02 112712.6
No 55 2191.13 120512.15
No 80 528.17 42253.6
No 1 6220.81 6220.81
No 8 1752.9 14023.2
No 2 9821.5 19643
No 2 467.67 935.34
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M 7200 54.57 392904
No 55 63.13 3472.15
M 400 169.63 67852
No 40 250 10000
No 130
No 10
No 12
790528.85
st
Amount
17197088.34
230766.25
790528.85
amination(Abdul Wali Khan University Mardan)
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18218383.44
18.22