m6 truss by amjad

Milestones, Module (M3)

Milestone Cost (Rs Millions)

2.504

2.371

#REF!

1.550

4.699

Finishing works #REF!

Total #REF!

Foundation (up to Plinth level) Excavation, PCC (1:4:8), RCC (1:2:4) in raft, Plinth beam, mild steel and BB work

Masonary up to roof level B.B.Masenory (1:6) as in S/S G.F, steel chowkat, steel windows, R.C.C.(1:2:4) as column, roof beams and mild steel. (without pouring of roof beams)

After laying slab-IR.C.C.(1:2:4) as roof slab, Earth filling under floor, Sand filling under floor, P.C.C.(1:4:8) as under floor, 2" flooring, marbel flooring , marbel skirting, plaster (1:4), plaster under soffit, roof beams, mild steel & 10 % of internal electrification.

Before laying slab-IIB.B.Masenory (1:6) as in S/S F.F, steel chowkat, Steel windows, R.C.C.(1:2:4) as roof beam,column (without pouring of roof beams).

After laying slab-IITruss roof, errection, CGI Sheet, PGI Sheet, Gable beams, mild steel & 10 % of internal electrification.

Milestones, Module (M3)

Percentage of total Cost

#REF!

#REF!

#REF!

#REF! 9.63

#REF!

#REF!

#REF!

#REF!

#REF!

#REF!

Main Building

S.No Description Cost In Million Percentage %

1 Foundation 2.504 28.48

2 Before laying slab-I 2.371 26.97

3 After laying Slab-I #REF! #REF!

4 Before laying slab-II 1.550 17.64

5 After laying Slab-II 4.699 53.46

6 Finishing #REF! #REF!

#REF! #REF!

Remarks #REF! 2.79

1.62

1.53

1.52

1.61

4.44

13.51

#REF!

#REF!

#REF! #REF!

Steps for Mode of Payments

S.No. Description Quantity Unit Rate (Rs)

Foundation (up to Plinth level)

1 808.92 M3 105.10

2 P.C.C.(1:4:8) as in Foundation 163.68 M3 2890.30

3 R.C.C.(1:2:4) as in raft foundn. 160.85 M3 4699.95

4 R.C.C.(1:2:4) as column and Plinth Beam 23.53 M3 5261.50

5 S/Fab of mild steel bars deformed 9.36 T 82234.55

Total

Add 8% location factor

Add 5% Contingency

Grand Total

In Million

Masonary up to roof level

7 B.B.Masenory (1:6) as in S/S G.F 178.00 M3 3925.20

8 R.C.C.(1:2:4) as beam,column 22.64 M3 5261.50


10 S/F of steel chowkat of 18 SWG as Specified 75.66 M2 1053.93

11 S/F of steel windows. 210.06 M2 4635.02

Total


Add 5% Contingency

Grand Total

In Million

After laying slab-I

12 R.C.C.(1:2:4) as roof,beam,column slab 33.23 M3 5261.50


14 Earth filling under floor 436.55 M3 104.55

15 Sand filling under floor. 59.59 M3 712.91

16 PCC (1:2:4) 2" Thick Under floor 1117.78 M2 338.08

17 Marbel Flooring 1" Thick 1116.30 M2 1494.14

18 Marbel skirting 915.11 M2 596.56

Excavation as in Foundation of bldg, bridge & other str. ordy. Soil.

19 1/2'' thick cement sand plaster (1:4) 2629.12 M2 123.61

20 1650.82 M2144.68

21 811.44 M21509.75

22 10% of Electrification

Total


Add 5% Contingency

Grand Total

In Million

Before laying slab-II

23 B.B.Masenory (1:6) as in S/S F.F 130.24 M3 4109.91

24 R.C.C.(1:2:4) as roof,beam,column slab, linten 20.72 M3 5679.89


26 S/F of steel chowkat of 18 SWG as specified 24.72 M2 1053.93

27 S/F Steel Window 105.11 M2 4635.02

Total


Add 5% Contingency

Grand Total

In Million

After laying slab-II

28 Truss Roof 30.50 T 97,840.00

29 Errection 30.50 T 4,920.48

30 CGI Sheet, 703.53 M2 980.45

31 PGI Sheet 167.29 M2 1,130.14

32 RCC Gable Beam 5.66 M3 5680.25


34 10% of Electrification

Total

3/8'' thick cement sand plaster under soffit of RCC roof. (1:3)

MS flat 1/2"x1/8" grill in windows of approved design including painting 3 coats, complete


Add 5% Contingency

Grand Total

In Million

31 Finishing and Development works


Add 5% Contingency

Grand Total

In Million

Steps for Mode of Payments

Amount (Rs)

85017.49

473084.30

755986.96

123809.86

769893.22

2207791.84

176623.35

2384415.18

119220.76

2503635.94

2.50

698685.60

119098.79

219254.51

79740.34

973632.30

2090411.55

167232.92

2257644.47

112882.22

2370526.69

2.37

174835.57

321862.95

45641.30 ###

42482.31

377899.06

1667908.48

545918.02

324985.52

238840.64

1225071.54

#REF!

#REF!

#REF!

#REF!

#REF!

#REF! 0.24

#REF! #REF!

#REF!

535270.69

117714.59

200743.34

26054.40

487194.02

1366977.04

109358.16

1476335.21

73816.76

1550151.97

1.55

2984120.00

150074.64

689777.56

189056.88

32164.50

54847.91

44004.98

4144046.45

331523.72

4475570.17

223778.51

4699348.68

4.70

#REF!

#REF!

#REF!

#REF!

#REF!

#REF!

#REF!

DETAIL COST ESTIMATEAdminstration , Examination Hall & 2 Class Room

GENERAL ABSTRACT OF COST.

M6

S.No. DESCRIPTION. AMOUNT.

1 Rs. 24401385

2 Rs. 5763283

3 INTERNAL ELECTRIFICATION. Rs. 1412826

TOTAL Rs. 31577494

ADD 10% Location Factor 3157749

G.TOTAL Rs. 34735243

Add 0.5% Contigency Rs. 173676

IN MILLIONS 34.909

MAIN BUILDING CIVIL WORK(G.F)Covered Area (2327.375) Sft

MAIN BUILDING CIVIL WORK(F.F)Covered Area (2327.375) Sft

PACKAGE NO:4; BOQ OF GGHS GANORAI

S.No. Description Quantity Unit Amount (Rs)

1 Excavation in foundation of building, bridges etc complete in ordinary soil (03-23-b) 808.92 M3 105.1 85017.49

2 (06-05-i) 163.68 M3 2890.3 473084.30

3 (06-06-b-03) 160.85 M3 4699.95 755986.96

4 (06-06-a-03) 247.93 M3 5261.5 1304483.70

5 (06-07-c) 57.98 T 82234.55 4767959.21

6 Pacca brick work in ground floor Cement, sand mortar 1:4 (07-05-a-03) 178.00 M3 3925.2 698685.60

7 .(03-16-b) 436.55 M3 104.55 45641.30

8 (10-03-a) 59.59 M3 712.91 42482.31

9 (10-15-e) 1117.78 M2 338.08 377899.06

10 (10-56-b) 1116.30 M2 1494.14 1667908.48

11 (10-41-b) 915.11 M2 596.56 545918.02

12 Cement plaster 1:4 upto 20' height 1/2" thick (11-09-b) 2629.12 M2 123.61 324985.52

13 (11-10-b) 1650.82 M2 144.68 238840.64

14 cement pointing in 1:2 to wall struck joints (11-18-b) 1668.22 M2 128.83 214916.78

15 S/F of steel chowkat of 18 SWG as Specified NSI 75.66 M2 1053.93 79740.34

16 (12-07-b) 75.66 M2 6971.16 527437.97

17 (25-39-b-05) 210.06 M2 4635.02 973632.30

18 (12-50) 811.44 M2 1509.75 1225071.54

19 Distempering New surface : Three coats (11-23-a-03) 4079.23 M2 42.04 171490.83

20 (13-38-a+13-38-b) 1473.42 M2 132.69 195508.10

21 (10-47) 343.95 M2 396.7 136444.97

22 S/F black board as specified: NSI 41.64 M2 600.67 25009.31

23 (25-37) 25.90 M 992.63 25710.57

24 (25-33) 74.18 M2 2379.47 176497.63

25 (13-06-c-01+13-06-c-02) 115.98 M2 184.74 21426.15

26 Plain Cement Concrete including placing, compacting, finishing & curing (1:3:6) (06-05-h) 15.75 M3 3477.21 54766.06

27 (12-22-a) 29.28 M2 10,262.79 300444.13

28 Chemical polishing of marble floor/Dado (10-50) 2031.41 M2 173.96 353384.08

29 (24-16-c-01) 260 M 136.16 35401.60

30 (24-16-c-02) 260 M 184.04 47822.79

31 (14-03-a) 11 No 1288.45 14172.95

32 (14-10-a) 11.00 No 1484 16324.00

33 Providing and Fixing CP pillar-cock, heavy type : 1/2" (14-21-b) 22.00 No 417.08 9175.76

34 Providing and Fixing CP bib-cock, heavy type : 1/2" (14-24-b) 26.00 No 343.27 8925.02

35 (14-31-a) 15.00 No 240.85 3612.75

36 Soakage Pit (6'dia x 15' deep) complete (23-11) 6.00 No 9917.15 59502.90

CSR 2009 Ref. No.

Rate (Rs)

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:4:8)

RCC in raft foundation slab, base slab of column & ret, wall etc, not including in 06-06. Type C(1:2:4)

RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4)

Supply & fabricate M.S. reinforcement for cement concrete, (Hot rolled deformed bars Grade 40)

Filling, watering and ramming earth under floor with earth excavated from outside lead upto 50m

Provide, lay, water & ram clean coarse sand under floor / brick paving, complete

Provide & lay topping of concrete 1:2:4, including surface finishing & dividing in panels : 2" thick

Provide & lay marble fine dressed stone flooring on surface in white cement complete: 1" thick (Badel, Silky black, Sunny white, Sunny Grey or eq)

Provide & lay marble fine dressed and polished stone dado or skirting in white cement complete : 1/2" thick (Badel, Silky black, Sunny white, Sunny Grey or eq)

Cement plaster 3/8" thick under soffit of RCC roof slabs only upto 20' height : (1:3)of RCC slab only (1:3)

First class deodar wood wrought joinery in doors and windows etc. complete : 1-3/4" thick

Providing and Fixing steel windows with openable glazed panels With 22 SWG wire gauze : Glass pane 5mm

MS flat 1/2"x1/8" grill in windows of approved design including painting 3 coats, complete

Preparing surface & painting with snowcem / weathershield paint : First coat + Preparing surface & painting with snowcem / weathershield paint : 2nd & subsequent coats

Burnt brick (1st class) pavement on edge grouted with sand including preparation of bed

Providing and Fixing stair railing of 2.5" i/d GI pipe, welded with 5/8"x5/8" MS bars 2'-9" high, fixed in each step

Providing and Fixing terrace railing of 2" i/d conduit pipe 16 SWG welded with 5/8"x5/8" sq bar 2.75' high complete

Prepare & Paint new surface, doors & windows Priming coat + Prepare & Paint new surface, doors & windows Each subsequent coat of paint

Provide & fix deodar wood almirah 9"-12" depth including boxing with back, shelves, shutters etc

Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 1/2" i/d

Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 3/4" i/d.

Providing and Fixing glazed earthen ware WC squatting type with built-in foot rests : White

P & F earthern ware low down flushing Providing and Fixing glazed earthen ware low down flushing cistern 3 gallons capacity : White

Providing and Fixing CI floor trap including CI grating & concrete chamber all round : 4"x2"

S.No. Description Quantity Unit Amount (Rs)CSR 2009 Ref. No.

Rate (Rs)

37 Constn. Of Main Hole. NSI 10.00 No 1000 10000.00


Rate (Rs)

38 Septic Tank (int.Size: 7'x2'x5') complete (23-10) 7.00 No 10154.55 71081.85

39 10-38-a 33.46 m2 789.2 26404.46

40 14-34-b-01 10.97 m 1,202.14 13190.20

41 14-36-b 8.00 Each 426.6 3412.80

42 14-05-a-01 3.00 Each 1611.05 4833.15

43 14-27 3.00 Each 1933.21 5799.63

44 Spraying anti-termite liquid mixed with water in the ratio 1:40 (26-15) 538.08 M2 13.16 7081.14

45 69.08 M3 5680.25 392391.67

46 130.24 M3 4109.91 535274.68

47 (12-53-a-04) 48.51 M2 3661.62 177625.19

48 NSI 537.45 M2 1200.00 644940.00

49 (25-10) 30.50 T 97,840.00 2984120.00

50 Erection and fitting in position iron trusses, staging of water tanks, etc (25-11) 30.50 T 4,920.48 150074.64

51 (09-13-b) 703.53 M2 980.45 689775.99

52 (09-24-a) 167.29 M2 1,130.14 189061.12

53 (06-05-f) 32.61 M3 4156.42 135540.86

54 (09-05) 46.79 M2 529.52 24778.19

55 (09-19-a) 34.14 M 1053.54 35963.57

56 09-20- 16.00 each 500.35 8005.60

57 (24-16-c-08) 20.00 M 765.77 15315.40

58 (24-16-c-03) 304.00 M 245.48 74625.92

59 (24-33) 0.74 M2 4,497.10 3343.57

60 (10-21-a) 16.18 M2 625.03 10113.04

61 Mosaic dado or skirting complete as per specs Using grey cement : 1/2" thick (10-40-a-02) 20.81 M2 590.39 12286.26

62 NSI 2.00 Job 12000.00 24000.00

63 (07-07-a-03) 44.51 M3 3636.38 161845.68

64 (25-47-b) 6.51 M2 4036.66 26260.80

65 White washing: New surface : Three coats (11-25-a-03) 389.59 M2 19.14 7456.77

66 (23-02-b) 45.11 M 413.36 18645.93

67 Levelling dressing & making lawn including demolishing &Sign Board Lumpsum 1.00 Job 500000 500000.00

68 Instalation of sign board including painting and lettering Lumpsum 1.00 Job 20000 20000.00

69 (15-50) 540 No 867.02 468190.80

70 (15-51) 114 No 432.59 49315.26

71 Supply and Erection button holder/angle holder Bakelite large size (15-22-a) 200 No 34.59 6918.00

72 (15-61-a) 188 No 784.9 147561.20

73 (15-26-a) 64 No 304.33 19477.12

74 Supply and Erection single phase imported auto circuit (15-71-d) 76 No 322.48 24508.48

Glazed tile 1/4" thick dado jointed in white cementcomplete : White Plain tiles

Providing and fitting CI soil pipe with : Cement caulkedjoint : 4" dia

Providing and Fixing CI specials, such as tees, bends etc Cement caulked joint

Providing and Fixing glazed earthen ware WHB completeSize 22"x16" : White with pedestal

Providing and Fixing CP mixing valve for WHB, sink orshower

RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4) + Add extra labour for RCC in 2nd & subsequent storeys

(06-06-a-03) + (06-06-e)

Pacca brick work in ground floor Cement, sand mortar 1:4 + Add extra on item No.07-05 for brick work in First floor

(07-05-a-03) +07-06-a)

Supply and Fixing aluminium door/window, Economy model Fixed louver in 2" frameP/F 10mm Lasani wood ceiling with 1 coat of priming & 2 finishing coats of distermper (ICI pant) on both sides, complete with aluminum strips, GI wires as per drawing and specification Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etc i/c red oxide

Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWG powder coated.

Flat sheet roof with GI plain sheets, including batten rolls, screws, clips etc : 22 BWG

Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4)

Single layer of tiles 10"x5"x1.25" laid over 4" earth and 1" mud plaster on top of RC roof slab

Cast iron rain water down pipe fixed in position excluding heads & shoes : 4" dia

Heads for cast iron rain water down pipe fixed in place including cost of clamp holdfast and painting

Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 3" i/d

Providing and Laying cut, joint, test & disinfect GI pipe line Using light quality GI Pipe : 1" i/d

Supplying and Fixing MS manhole cover of 0.25" thick sheet & angle iron frame 2"x2"x0.25" with lock complete

1.375" thick mosaic flooring, including rubbing and polishing complete : Using grey cement

Provision of painted M.S/G.I Flag post in 3'' dia and 20 feet in length with Pakistani flage, rope & PCC 1:2:4) plateform complete in all respect as decided by the Site Engineer.

Pacca brick work other than building upto 10 ft. height : Cement, sand mortar 1:4

Supplying and Fixing 18 SWG MS Sheet Gate with angle iron frame (2"x2"x3/16") with side window, lock, painting etc

Providing and Laying non-reinforced concrete pipe, moulded with cement concrete 1:1.5:3 complete : 6" i/d

Wiring of light/fan/call-bell point in 3/0.029 PVC insulated bare cable in PVC pipe recessed

Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in PVC pipe recessed

Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter, flexible wire etc : Single

Supply and Erection circuit breaker (imported) on sahl wood board complete : 2/5/15 Amp.


Rate (Rs)

75 Supply and Erection girder clamp hook, 5/8" dia.for (15-71-d) 104 No 63.13 6565.52

76 (15-68-c) 104 No 2191.13 227877.52

77 (15-41) 10 No 3515.66 35156.60

78 W/O main sub main double cover

i (15-05-a) 1950 M 28.65 55867.50

ii (15-05-c) 3000 M 42.47 127410.00

iii (15-05-e) 950 M 82.85 78707.50

79 (15-70-c) 10 No 5724.77 57247.70

80 (15-15) 53 No 53.81 2851.93

81 (15-75-b) 8 No 10057.1 80456.80

82 15-69-a 3 Each 1,571.40 4714.20

83 NSI 1 Job 20,000.00 20000.00

Total 24401385

Add: 1.1 26841523.00

Add: 20% Premium 32209827.00

Add________% Above/Below/AT Par

Contractor

Supply and Erection best quality AC ceiling fan complete with GI rod, canopy, blades & regulator : 56" sweep

Earthing of iron clad/aluminium switches etc with GI wire #8 SWG in GI pipe 0.5" dia

Supply and Erection single core PVC insulated copper conductor 250/440 V grade cable : 3/0.029"



Supply and Erection transpower auto circuit breaker 3-phase, 400V fungus moisture proofing : 100 Amp.

Supply and Erection wall/pole type bracket with double cover water tight reflector, flexible wire & brass holder

Supply and Erection cubical type factory fabricated floor/wall mounting steel main board comp. : Recessed

Supply and Erection best quality exhaust fan complete withshutter & regulator : 12"sweep

Providing & Fixing Lightning Arrester and Earthing complete in all respect as specified.

GROUND FLOOR CIVIL WORK

S. No Description No. Length (ft) Width (ft) Depth/Ht (ft) Quantity

1 Excavation in foundation of building.

Main Building

F6 8 5.50 5.50 5.00 1210.00

F2 4 8.00 8.00 5.00 1280.00

F3 8 9.50 9.50 5.00 3610.00

F4 4 9.50 9.50 5.00 1805.00

Walls 1 160.00 1.50 1.00 240.00

Total Qty in CFt 8145.00

Qty in CM 230.61

2 P.C.C (1:4:8) as in foundation.

F1 8 5.50 5.50 0.25 60.50

F2 4 8.00 8.00 0.25 64.00

F3 8 9.50 9.50 0.25 180.50

F4 4 9.50 9.50 0.25 90.25

Walls 1 160.00 1.50 0.25 60.00


Qty in CM 12.89

3 R.C.C (1:2:4) as in Raft foundation.

F1 8 5.50 5.50 1.25 302.50

F2 4 8.00 8.00 1.25 320.00

F3 8 9.50 9.50 1.25 902.50

F4 4 9.50 9.50 1.25 451.25


Qty in CM 55.95

4 Fabrication of Steel

1.50% of item No-3 1976 7.35

Qty in Ton 2204 6.59

5

CF1 8 1.00 1.00 4.75 38.00

CF2 4 1.00 1.00 4.75 19.00

R C C (1:2:4) as in lintle /bressumer etc.(Plinth Beam )


CF3 8 1.00 1.00 4.75 38.00

CF4 4 1.00 1.00 4.75 19.00

Plinth Beam

PB1 3 87.75 1.00 1.5 394.88

PB1 5 26.75 1.00 1.5 200.63

PB2 2 26.75 1.00 2 107.00

PB1 1 9.75 1.00 1.5 14.63


Qty in CM 23.53

6 Fabrication of steel

1.50 % of item No-5 831 7.35


7 B. B work (1:4) as in super structure.

Long wall Back Side 1 87.75 0.750 9.50 625.22

Long wall Front Side 1 78.75 0.750 9.50 561.09

Cross wall 6 16.00 0.750 9.50 684.00

Cross wall (Bath Rooms) 1 16.00 0.375 10.50 63.00

do… 2 5.00 0.375 10.50 39.38


Qty in CM 55.85

8

Roof beams.

B1 3 87.75 1.00 1.00 263.25

B1 6 26.75 1.00 1.00 160.50

B1 1 9.75 1.00 1.00 9.75

B2 2 26.75 1.00 1.50 80.25

Slab 1 87.75 26.75 0.50 1173.66

Columns 24 1.00 1.00 9.50 228.00

W/Ch 7 10.000 2.50 0.33 57.75


Qty in CM 55.87


R C C (1:2:4) as in lintle /bressumer etc.Lintle


1.50% of item No-8 1973 7.35


10 Earth filling under floor

Class Room 3 25.00 16.00 2.50 3000.00

Stair 1 16.75 9.00 2.50 376.88

Ver 1 87.75 9.00 2.50 1974.38


Qty in CM 151.51

11 Sand filling under floor.

Class Room 3 25.00 16.00 0.33 396.00

Stair 1 16.75 9.00 0.33 49.75

Ver 1 87.75 9.00 0.33 260.62


Qty in CM 20.00

12 P C C (1:4:8) under floor

Class Room 3 25.00 16.00 0.33 396.00

Stair 1 16.75 9.00 0.33 49.75

Ver 1 87.75 9.00 0.33 260.62

Under Plinth Beams (PB1) 3 87.75 1.50 0.33 130.31

do… 5 26.75 1.50 0.33 66.21

PB2 2 26.75 1.50 0.33 26.48

Under Plinth Beams (PB1) 2 9.75 1.50 0.33 9.65


Qty in CM 26.59

13 PCC (1:2:4) 2" Thick Under floor

Class Room 3 25.00 16.00 1200.00

Stair 1 9.00 16.75 150.75

Ver 1 87.75 9.00 789.75

Total Qty in SFt 2140.50

Qty in SM 198.93

14 Marbel Flooring 1" Thick

Class Room 3 25.00 16.00 1200.00


Stair 1 9.00 16.75 150.75

Ver 1 87.75 9.00 789.75


Qty in SM 198.93

15 Marbel Skirting

Class Room 2 87.75 3.00 526.50

do.. 2 78.75 3.00 472.50

do.. 12 16.00 3.00 576.00

Column 8 4.00 3.00 96.00


Qty in SM 155.30

16 1/2'' thick cement sand plaster (1:4)

1 87.75 10.50 921.38

2 78.75 10.50 1653.75

10 16.00 10.50 1680.00

Bath 2 16.00 10.50 336.00

do.. 4 5.00 10.50 210.00

col 8 4.00 10.50 336.00


Qty in SM 477.43

17

1 87.75 26.75 2347.31

1 9.00 19.50 175.50

14 10.00 2.50 350.00


Qty in SM 266.99

18

1 87.75 10.50 921.38

1 78.75 10.50 826.88

2 18.00 10.50 378.00

Column 8 4.00 10.50 336.00



Cement pointing in (1:3) to wall struck joints with Surkhi pointing


Qty in SM 228.83

19

Room doors (D1) 1 4.00 9.50 38.00

do.. (D2) 3 3.00 9.50 85.50

Bath doors (D3) 3 2.50 7.00 52.50


Qty in SM 16.36

20

Room doors (D1) 1 4.00 9.50 38.00

do.. (D2) 3 3.00 9.50 85.50

Bath doors (D3) 3 2.50 7.00 52.50


Qty in SM 16.36

21 S/F of steel grill.

W1 8 6.00 6.50 312.00

W2 4 3.00 6.50 78.00

V 3 2.25 3.00 20.25


Qty in SM 38.13

22 Distempering 3 coats. New surface

Qty in M2 744.42

23

As per item No-18 228.83

24 B B (1st class ) Pavement on Edge

1 87.75 3.00 263.25

2 26.75 3.00 160.50

1 87.75 8.00 702.00

Qty in SFt 1125.75

Qty in SM 104.62

25 PCC (1:4:8) as under pavement

As per qty of item No. 24 1125.75 0.5

Qty in CFt 562.88

S/F of steel sheet Chowkat of 18 SWG as specified

S/F of Deodar Wood Joiunery 3/4" thick .

Preparing surface & Painting with snowcem/ weathershield paint 3 coats.


Qty in CM 15.94

26 S/F Black Board.

1 8.00 4.00 32.00


Qty in SM 2.97

27

1 21.00 21.00

Total Qty in RFt 21.00

Qty in M 6.40

28 M/F Terrace railing 2" i/d conduit pipe

Main Building 1 87.75 1.5 131.63

Qty in M2 12.23

29 S/F Steel Window

W1 8 6.00 6.5 312.00

W2 4 3.00 6.5 78.00

V 3 2.25 3 20.25


Qty in SM 38.13

30 Painting to new surface wood work

Qty as item no. 20 x 2 32.71

31 PCC (1:3:6)

Verandah Steps 1 63.00 3.00 0.5 94.50

do 1 63.00 2.00 0.5 63.00

do 1 63.00 1.00 0.5 31.50


Qty in M3 5.35

32 S/F Cupboard

1 5.00 7.00 35.00


Qty in SM 3.25

33

Qty as item no. 14 + 15 354.23

S/F Stair Railling of 2.5" i/d G I Pipe welded with 5/8"x5/8' MS bars 2'9" high .

Chemical polishing of marble floor/Dado


34 Glazed tiles over walls

3 20.00 6 360.00


Qty in SM 33.46

35 S/F CI pipe 4" dia .(for sewerage)

3.00 12.00 36.00

Qty in RFt 36.00

Qty in RM 10.97

36 S/F CI Special

8.00 8.00

Qty in Nos 8.00

37 P & F GI pipe 1/2'' dia

Qty in M 60

38 S/F of G I Pipe 3/4" dia .

Qty in M 20

39

in foot rests. White

Qty in Nos 3

40

Qty in Nos 3

41 3 3

42 3 3

43

Qty in Nos 6

44 P & F CP bib cock 1/2''dia.

Qty in Nos 6

45 P & F CI floor trap

Qty in Nos 3

46

Qty in Nos 2

47 Constn. Of ManHole.

Qty in Nos 2

P & F of glazed earthen ware WC squating type with built

P & F earthern ware low down flushing cistern 3 gallons.

Providing and Fixing glazed earthen ware WHB completeProviding and Fixing CP mixing valve for WHB, sink orP & F CP piller cock /stop cock 1/2''dia.

Constn. Of Soakage pit.(6' dia & 15' deep)


48 Constn. Of Septic Tank size (7x2x5)

Qty in Nos 1

49

Qty as item no. 13 198.93

Qty in SM 198.93

Spraying anti-termite liquid mixed with water in the ratio 1:40

ABSTRACT OF COST (CIVIL WORK) 1st FLOOR (BOQ)

S.No. Description CSR 2009 Ref. No. Quantity. Unit Rate (Rs) Amount (Rs)

1 69.08 M3 5680.25 392406.85

3 130.24 M3 4109.91 535270.69

13 (12-53-a-04) 48.51 M2 3661.62 177636.21

17 NSI 537.45 M2 1,200.00 644939.78

21 (25-10) 30.50 T 97,840.00 2984120.00

22 Erection and fitting in position iron trusses, staging of water tanks, etc (25-11) 30.50 T 4,920.48 150074.64

23 (09-13-b) 703.53 M2 980.45 689777.56

24 (09-24-a) 167.29 M2 1,130.14 189056.88

Total 5763283

RCC in roof slab, beam, column & other structural members, insitu or precast. Type C (1:2:4) + Add extra labour for RCC in 2nd & subsequent storeys

(06-06-a-03) + (06-06-e)

Pacca brick work in ground floor Cement, sand mortar 1:4 + Add extra on item No.07-05 for brick work in First floor

(07-05-a-03) +07-06-a)

Supply and Fixing aluminium door/window, Economy model Fixed louver in 2" frame

P/F 10mm Lasani wood ceiling with 1 coat of priming & 2 finishing coats of distermper (ICI pant) on both sides, complete with aluminum strips, GI wires as per drawing and specification

Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etc i/c red oxide

Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWG powder coated.


FIRST FLOOR CIVIL WORK


1 B. B work (1:4) as in super structure.

Long wall Back Side 1 87.75 0.750 9.50 625.22

Long wall Front Side 1 50.37 0.750 9.50 358.89

Cross wall 4 16.00 0.750 9.50 456.00

do.. 2 9.00 0.750 9.50 128.25


Qty in CM 44.40

2 R C C (1:2:4) as in lintle /bressumer etc.Lintle

Roof beams.

B1 3 87.75 1.00 1.00 263.25

B2 2 26.75 1.00 1.50 80.25

B1 6 26.75 1.00 1.00 160.50

Columns 24 1.00 1.00 9.50 228.00


Qty in CM 20.72


732 7.35 2.44

2204

4 PCC (1:2:4) 2" Thick Under floor

Class Room /hall 1 75.75 16.00 1212.00

Stair 1 9.00 16.75 150.75

Ver 1 87.75 9.00 789.75


Qty in SM 200.05

5 Marbel Flooring 1" Thick

Class Room /hall 1 75.75 16.00 1212.00

Stair 1 9.00 16.75 150.75

Ver 1 87.75 9.00 789.75


Qty in SM 200.05

6 Marbel Skirting

Class Room 2 87.75 3.00 526.50

do.. 4 26.50 3.00 318.00

do.. 2 16.00 3.00 96.00

1.50% of item No-2Qty in Ton


Column 8 4.00 3.00 96.00


Qty in SM 96.33

7 1/2'' thick cement sand plaster (1:4)

2 87.75 10.50 1842.75

4 26.50 10.50 1113.00

2 16.00 10.50 336.00

8 4.00 10.50 336.00


Qty in SM 337.15

8

1 87.75 26.75 2347.31

1 9.00 19.50 175.50

11 10.00 2.50 275.00


Qty in SM 260.02

9

1 87.75 10.50 921.38

1 27 10.50 283.50

1 51 10.50 535.50

2 18.00 10.50 378.00

Column 8 4.00 10.50 336.00


Qty in SM 228.10

10 S/F of steel sheet Chowkat of 18 SWG as specified

2 4.00 9.50 76.00


Qty in SM 7.06

11 S/F of Deodar Wood Joiunery 3/4" thick .

2 4.00 9.50 76.00


Qty in SM 7.06

12 S/F of steel grill.

W1 12 6.00 6.50 468.00


Qty in SM 43.49


Cement pointing in (1:3) to wall struck joints with Surkhi pointing


13 Distempering 3 coats. New surface

Qty in M2 As per item No-(7+8) 597.17

14

As per item No-9 228.10

15 S/F Black Board.

2 8.00 4.00 64.00


Qty in SM 5.95

17 M/F Terrace railing 2" i/d conduit pipe

Main Building 1 47.00 1.5 70.50

1 47.00 2.5 117.50


Qty in SM 17.47

18 S/F Steel Window

12 6.00 6.50 468.00


Qty in SM 43.49

19 Painting to new surface wood work

Qty as item no. 11 x 2 14.13

20 S/F Cupboard

3 5.00 7.00 105.00


Qty in SM 9.76

21 S/F of Aluminum fixed Louvers

Total Qty in SFt 12 6.00 3 216.00

Qty in SM 20.07

22 P/F 10mm Lasani wood Ceiling Complete

Class Rooms 1 25.00 16.00 400.00

hall 1 51.37 25.00 1284.25

Stairs 1 16.00 9.00 144.00

Ver 1 35.44 9.00 318.96


Qty in SM 199.55

23 Chemical polishing of marble floor/Dado

Qty as item no. 5 + 6 296.38

Preparing surface & Painting with snowcem/ weathershield paint 3 coats.


24

Truss total weight 11.30

Qty in Ton 11.30

25

Truss total weight 11.30

Qty in Ton 11.30

26

Truss total Quantity 2790.00

Qty in M2 259.29

27

3 87.00 2.00 522.00

2 30.50 2.00 122.00


Qty in SM 59.85

28 R C C (1:2:4) as in lintle /bressumer etc.Lintle

Gable Beam 200.00


Qty in CM 5.66


200 7.35 0.67

2204

Fabrication of heavy steel work with angle, tees, sheet iron etc for making trusses, girders etc

Erection and fitting in position iron trusses, staging of water tanks, etc

Supply & fix corrugated GI sheet with GI bolts, nuts, limpet etc. complete : 22 BWG


1.50% of item No-31Qty in Ton

Package No:8;BOQ Of GGHS Ganorai (Internal Electrification) S.No Description of item CSR 2009 Ref. No. Qty Unit Rate Amount

1 (15-50) 540 No 867.02 468190.80

2 (15-51) 114 No 432.59 49315.26

3 (15-22-a) 200 No 34.59 6918.00

4 (15-61-a) 188 No 784.9 147561.20

5 (15-26-a) 64 No 304.33 19477.12

6 (15-71-d) 76 No 322.48 24508.48

7 (15-71-d) 104 No 63.13 6565.52

8 (15-68-c) 104 No 2191.13 227877.52

9 (15-41) 10 No 3515.66 35156.60

10 W/O main sub main double cover

(15-05-a) 1950 M 28.65 55867.50

(15-05-c) 3000 M 42.47 127410.00

(15-05-e) 950 M 82.85 78707.50

11 (15-70-c) 10 No 5724.77 57247.70

12 (15-15) 53 No 53.81 2851.93

13 (15-75-b) 8 No 10057.1 80456.80

14 15-69-a 3 Each 1,571.40 4714.20

15 NSI 1 Job 20,000.00 20000.00

1412826.13

Wiring of light/fan/call-bell point in 3/0.029 PVC insulated bare cable in PVC pipe recessed

Wiring of 2/3-pin 5-Amp. plug point in 3/0.029 PVC insulated bare cable in PVC pipe recessed

Supply and Erection button holder/angle holder Bakelite large size

Supply and Erection fluorescent tube light fitting including 4' rod, choke, starter, flexible wire etc : Single

Supply and Erection circuit breaker (imported) on sahl wood board complete : 2/5/15 Amp.

Supply and Erection single phase imported auto circuit

Supply and Erection girder clamp hook, 5/8" dia.for

Supply and Erection best quality AC ceiling fan complete with GI rod, canopy, blades & regulator : 56" sweep

Earthing of iron clad/aluminium switches etc with GI wire #8 SWG in GI pipe 0.5" dia




Supply and Erection transpower auto circuit breaker 3-phase, 400V fungus moisture proofing : 100 Amp.

Supply and Erection wall/pole type bracket with double cover water tight reflector, flexible wire & brass holder

Supply and Erection cubical type factory fabricated floor/wall mounting steel main board comp. : Recessed

Supply and Erection best quality exhaust fan complete withshutter & regulator : 12"sweep

Providing & Fixing Lightning Arrester and Earthing complete in all respect as specified.

m6 truss by amjad

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