S/No Item Name Unit Qty Rate Amount

1 Excavation as in foundation. M3 234.28

2 P.c.c (1:4:8) as in foundation. M3 38.94

3 Feb of mild steel reinforcement. Ton 17.44

4 R.c.c (1:2:4) as in raft foundation. M3 47.95

5 R.R stone masonry (1:6) csm. M3 340.00

6 R.c.c (1:2:4) as in column beam. M3 100.01

7 B.B masonry (1:6) csm. M3 66.92

8 S/F of D/wood joinery. M2 104.07

9 S/F of D/wood trusses. M3 13.11

10 S/F of steel grail to windows M2 70.24

11 BB masonry (1:6) csm on 1st floor M3 35.47

12 S/F of CGI sheet. M2 294.79

13 S/F of PGI sheet. M 33.83

14 S/F of D/wood ceiling 1/2" thick. M2 246.46

15 S/F of D/wood Eve board. M2 17.37

16 P.c plaster 1/2" thick (1:4). M2 1072.57

17 P.c pointing (1:3) csm. M2 211.23

18 S/F of D/wood Almerah. M2 10.40

19 S/F of D/wood picture railing. M 195.50

20 Earth filling as under floor. M3 341.86

21 Sand filling as under floor. M3 23.91

22 P.c.c (1:4:8) as under floor. M3 24.41

23 P.c.c (1:2:4) as floor topping. M3 379.39

24 P/F of glass strip1.5" vide M 798.55

25 Making of black board1/2" thick (1:3) csm. M2 10.03

26 P.c.c (1:3:6) as plain. M3 43.61

27P/lay marble fine dressing and polished stone

flooring surfaceM2 35.22

28P/lay marble fine dressing and polished stone

Dado skirtingM2 10.50

29 B.B masonry in B/wall (1:6) csm. M3 84.93

30 S/F of steel gate. M2 5.85

31 White washing 3 coats. M2 173.88

32 Distempering 3 coats on new surface M2 940.14

33 Weather shield 3 coats M2 316.91

34 Oil painting 3 coats. M2 293.39

35Excavation /cutting on shingle /gravel etc i/l

disposal of siteM3 840.88

36 P/F of earthen ware WC as spd No 5.00

37 P/F of low level flushing tank. No 5.00

BILL OF QUANTITY

NAME OF WORK: CONVERSION OF 100 MOSQUE SCHOOLS INTO REGULAR PRIMARY SCHOOLS IN KHYBER

PAKHTUNKHWA ADP NO: 141/140408 SUB HEAD:- CONVERSION OF 03 MOSQUE SCHOOLS INTO REGULAR PRIMARY

SCHOOLS IN DISTRICT DIR UPPER .

G.M.P.S BANDISH PK-91.SUB WORK:-

38 CI pipe 4" dia i/c cement joint spd. M 20.00

39 S/F of 4" dia RCC pipe M 50.00

40 P/F of shower rose 1/2" dia as spd. No 2.00

41 P/F of CP floor trape as spd No 5.00

42 P/F of CI pipe 2" dia. M 22.00

43 P/F of GI pipe 1/2" dia. M 200.00

44 Constt: of septic tank as spd. No 3.00

45 Constt: of soakage pit spd 5' dia. No 1.00

46 P/F of bib cock 1/2" dia. No 5.00

47 P/F of WHB No 4.00

48Constt: of gully grating chamber complete

concrete gully trap with main hole Rcc cover.No 5.00

49 S/F of paper holder. No 5.00

50 S/F of soap dish. No 5.00

51 S/F of stop cock 1/2" dia. No 8.00

52 S/F Super tuff water tank. No 2.00

53 Piller cock 1/2" dia No 6.00

54 P/F of glass shelf No 1.00

55 P/F of Looking glass mirror M 4.00

Contractor sign:

C&W Sub Division Dir Upper

Total

Sub Divisional Officer