New Class Room Estimate

8/6/2019 New Class Room Estimate

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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)=



Total Amount=

(B) P/L P.C.C 1:4:8 in Foundation

S.No Description No





5 columns 59

Total

Total

Add 5%Extra

Total Quantity o



Rate/Cum S.

Total Am

P/L R.C.C (1:2:4) in Foundation

Description No





5 columns 59

Plinth beam







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





Total

Total



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





19

20

21

22



cemant plaster (1:4) ratio in su

No Description No





4 ceiling

5 Total=

15

P/L R.C.C 1:2:4 in Beams, Columns, slabe and Other Structural Members

1 Description No







Columns 59

Slab 1





12

Rcc (1:2:4) in lintel beam

S Description No



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



7

Marbel

Description No

1

Total

P/LMorbal Skirting in white cement

Description No




2 Total



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



R P/L Three Coats of Distemper to New Surfaces

Description No





4 ceiling

Total

5 Applying 2 coats weather shield

7 Description No







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



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)



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



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



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



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)



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



Total (Rs)

Total Cost Of Project(Rs) Millions



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



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=



(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





as F.O.S=

Excavation=

(03-23-b)=

ount=

#REF!


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



Rate/Cum S.R(03-23-b)=


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


347.5 0.75 0.75 390.94

290 0.75 0.75 326.25



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




0

cft

410.83 cum 14510.45

Ton


38

32

Total 70 Tons

Cum


8442 0.33 2785.86

2785.86

= 2785.86



78.9 M3

0

Cft

Cum

Cum


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

=




3.5 8.5 565.25

2.5 7.5 150

715.25

66.47


6 6 720

66.91

= 66.91


22 4 88

123 3.75 1488 cft



1576 cum

146.47


347.5 10.5 7297.5

290 10.5 6090

307 10.5 6447

18 10.5 4158

8444 23992.5 cft

=


347.5 10.5 3648.75

290 10.5 3045

307 10.5 3223.5

18 10.5 2079



11996.25 cum

1114.89

6 6 720

66.91

=

6 6 360

33.46

=

of RC roof slab


8442

8442 m2



784.57


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



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





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



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



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)



18218383.44

18.22

Date post:	08-Apr-2018
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