boq gps gato

DETAIL COST ESTIMATE

Reconstruction/Rehabilitation of Fully Damaged Primary Schools (06 Classrooms)

GENERAL ABSTRACT OF COST.M1

S.No. DESCRIPTION. AMOUNT.

1 Rs. 15993608

2 Rs. 2370026

3 INTERNAL ELECTRIFICATION. Rs. 440050

TOTAL Rs. 18803684

ADD 10% Location Factor 1880368

G.TOTAL Rs. 20684052

Add 0.5% Contigency Rs. 103420

IN MILLIONS 20.79

MAIN BUILDING CIVIL WORK(G.F)Covered Area (2586) Sft

MAIN BUILDING CIVIL WORK(F.F)Covered Area (2586) Sft

PACKAGE NO:5; BOQ OF GPS GATO

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

1Excavation in foundation of building, bridges etc complete in ordinary soil

(03-23-b) 856.04 M3 105.1 89969.83

2 (06-05-i) 151.16 M3 2890.3 436902.80

3 (06-06-b-03) 76.62 M3 4699.95 360104.95

4 (06-06-a-03) 131.29 M3 5261.5 690798.17

5 (06-07-c) 28.36 T 82234.55 2331918.24

6 Pacca brick work in ground floor Cement, sand mortar 1:4 (07-05-a-03) 96.02 M3 3925.2 376906.94

7 .(03-16-b) 233.06 M3 104.55 24366.16

8 (10-03-a) 31.75 M3 712.91 22634.46

9 (10-15-e) 530.12 M2 338.08 179224.09

10 (10-56-b) 528.64 M2 1494.14 789867.11

11 (10-41-b) 408.00 M2 596.56 243395.08

12 Cement plaster 1:4 upto 20' height 1/2" thick (11-9-b) 1432.27 M2 123.61 177043.14

13 (11-10-b) 760.79 M2 144.68 110071.48

14 cement pointing in 1:2 to wall struck joints (11-18-b) 943.02 M2 128.83 121488.82

15 S/F of steel chowkat of 18 SWG as Specified NSI 36.71 M2 1053.93 38689.34

16 (12-07-b) 36.71 M2 6971.16 255908.43

17 (25-39-b-05) 96.84 M2 4635.02 448854.30

18 (12-50) 96.84 M2 1509.75 146203.85

19 Distempering New surface : Three coats (11-23-a-03) 1907.54 M2 42.04 80193.18

20 (13-38-a+13-38-b) 663.40 M2 132.69 88026.09

21 (10-47) 188.63 M2 396.7 74829.95

22 S/F black board as specified: NSI 17.84 M2 600.67 10718.28

23 (25-37) 19.51 M 992.63 19367.18

24 (25-33) 35.29 M2 2379.47 83981.05

25 (13-06-c-01+13-06-c-02) 52.23 M2 184.74 9648.89

26 (06-05-h) 17.79 M3 3477.21 61861.14

27 (12-22-a) 9.76 M2 10,262.79 100148.04

28 Chemical polishing of marble floor/Dado (10-50) 936.64 M2 173.96 162938.64

29 NSI 1.00 Job 12000.00 12000.00

30 Spraying anti-termite liquid mixed with water in the ratio 1:40 (26-15) 288.04 M2 13.16 3790.56

31 25.75 M3 5680.25 146266.44

32 55.17 M3 4109.91 226743.73

33 (12-53-a-04) 18.40 M2 3661.62 67373.81

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

Plain Cement Concrete including placing, compacting, finishing & curing (1:3:6)

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

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.

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

34 NSI 295.04 M2 1,200.00 354048.00

35 (25-10) 17.20 T 97,840.00 1682848.00

36 Erection and fitting in position iron trusses, staging of water tanks, etc (25-11) 17.20 T 4,920.48 84632.26

37 (09-13-b) 379.18 M2 980.45 371767.03

38 (09-24-a) 96.84 M2 1,130.14 109442.76

39Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:2:4)

(06-05-f) 32.23 M3 4156.42 133961.42

40 (09-05) 23.40 M2 529.52 12390.77

41 Cast iron rain water down pipe fixed in position excluding heads & shoes : 4" dia (09-19-a) 17.07 M 1053.54 17983.93

42 09-20- 8.00 each 500.35 4002.80

43(24-16-c-01)

100.00M 136.16

13616.00

44(24-16-c-02)

159.85M 184.04

29418.79

45(14-03-a)

4.00No 1288.45

5153.80

46(14-10-a)

4.00No 1484

5936.00

47Providing and Fixing CP pillar-cock, heavy type : 1/2" (14-21-b)

8.00No 417.08

3336.64

48 Providing and Fixing CP bib-cock, heavy type : 1/2" (14-24-b) 10.00 No 343.27 3432.70

49(14-31-a)

6.00No 240.85

1445.10

50 Soakage Pit (6'dia x 15' deep) complete (23-11) 2.00 No 9917.15 19834.30

51 Constn. Of Main Hole. NSI 4.00 No 1000 4000.00

52 Septic Tank (int.Size: 7'x2'x5') complete (23-10) 3.00 No 10154.55 30463.65

53 (24-16-c-08) 10.00 M 765.77 7657.70

54 (24-16-c-03) 252.00 M 245.48 61860.96

55 (24-33) 0.37 M2 4,497.10 1663.93

56 (10-21-a) 8.09 M2 625.03 5056.49

57 Mosaic dado or skirting complete as per specs Using grey cement : 1/2" thick (10-40-a-02) 10.41 M2 590.39 6145.96

58(23-02-b) 45.11 M 413.36 18646.67

59 embankment formation in ordinary soil & compaction by mechinical means03-05-b 2246.14 M3 244.31 548754.46

60(07-07-a-05) 63.92 M3 3636.38 232437.41

61(25-47-b) 6.51 M2 4036.66 26278.66

62 White washing: New surface : Three coats (11-25-a-03) 559.24 M2 19.14 10703.85

63 Random rubble masonry in foundn. & plinth in cement, sand mortar : Ratio 1:4(08-01-d-02) 985.28 M3 3492.94 3441523.92

64 Levelling dressing & making lawn including demolishing. Lumsum 1.00 job 100000 100000.00

65 Instalation of Sign board including painting and lettering Lumsum 1.00 job 20000 20000.00

66(15-50) 240 No 867.02 208084.80

67(15-51) 48 No 432.59 20764.32

68(15-22-a) 83 No 34.59 2870.97

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.

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

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

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 : 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"

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

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

Pacca brick work other than building upto 10 ft. height : Cement, sand mortar 1:6

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

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


69(15-61-a) 82 No 784.9 64361.80

70(15-26-a) 30 No 304.33 9129.90

71 Supply and Erection single phase imported auto circuit (15-71-d) 34 No 322.48 10964.32

72 Supply and Erection girder clamp hook, 5/8" dia.for (15-25) 46 No 63.13 2903.98

73(15-68-c) 46 No 2191.13 100791.98

74(15-41) 5 No 3515.66 17578.30

75 W/O main sub main double cover

i (15-05-a) 1000 M 28.65 28650.00

ii(15-05-c) 1400 M 42.47 59458.00

iii(15-05-e) 450 M 82.85 37282.50

76(15-70-c) 5 No 5724.77 28623.85

77(15-15) 23 No 53.81 1237.63

78(15-75-b) 4 No 10057.1 40228.40

Total 15993608.00 Add: 1.1. Cost Factor 175929.00

Total 16169537.00 Add: 20% Premium 3233907.00

Total 19403444/- Say 19.403(M)

Add:_______%Above/ Below/ AT Par.

Contractor.

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 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


GROUND FLOOR CIVIL WORK

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

1 Excavation in foundation of building.

Main Building

F1 9 5.50 5.50 5.00 1361.25

F2 4 8.00 8.00 5.00 1280.00

F3 10 9.50 9.50 5.00 4512.50

F4 4 9.50 9.50 5.00 1805.00

Walls 1 160.00 1.50 1.00 240.00

Total Qty in CFt 9198.75

Qty in CM 260.44

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

F1 9 5.50 5.50 0.25 68.06

F2 4 8.00 8.00 0.25 64.00

F3 10 9.50 9.50 0.25 225.63

F4 4 9.50 9.50 0.25 90.25

Walls 1 160.00 1.50 0.25 60.00


Qty in CM 14.38

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

F1 9 5.00 5.00 1.25 281.25

F2 4 7.50 7.50 1.25 281.25

F3 10 9.00 9.00 1.25 1012.50

F4 4 9.00 9.00 1.25 405.00


Qty in CM 56.06

4 Fabrication of Steel

1.5% of item No-3 1980 7.35

Qty in Ton 2204 6.60

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

CF1 9 1.00 1.00 4.75 42.75

CF2 4 1.00 1.00 4.75 19.00

CF3 10 1.00 1.00 4.75 47.50

CF4 4 1.00 1.00 4.75 19.00

Plinth Beam

PB1 3 97.50 1.00 1.50 438.75

PB1 5 26.75 1.00 1.50 200.63

PB2 4 26.75 1.00 2.00 214.00

PB1 2 9.75 1.00 1.50 29.25


Qty in CM 28.62

6 Fabrication of steel

1.50 % of item No-5 1011 7.35


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

Long wall Back Side 1 97.50 0.750 9.50 694.69

Long wall Front Side 1 80.00 0.750 9.50 570.00

Cross wall 6 16.00 0.750 9.50 684.00


Qty in CM 55.17

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

Roof beams.

B1 3 97.50 1.00 1.00 292.50

B1 5 26.75 1.00 1.00 133.75

B1 2 9.75 1.00 1.00 19.50

B2 4 26.75 1.00 1.50 160.50

Slab 1 97.50 26.75 0.50 1304.06

Columns 31 1.00 1.00 9.50 294.50

W/Ch 8 10.000 2.50 0.33 66.00


Qty in CM 64.29


1.50% of item No-8 2271 7.35


10 Earth filling under floor

Class Room 3 25.00 16.00 2.50 3000.00

Stair 2 16.75 9.00 2.50 753.75

Ver 1 98.00 9.00 2.50 2205.00


Qty in CM 168.71

11 Sand filling under floor.

Class Room 3 25.00 16.00 0.33 396.00

Stair 2 16.75 9.00 0.33 99.50

Ver 1 98.00 9.00 0.33 291.06


Qty in CM 22.27

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

Class Room 3 25.00 16.00 0.33 396.00

Stair 2 16.75 9.00 0.33 99.50

Ver 1 98.00 9.00 0.33 291.06

Under Plinth Beams (PB1) 3 97.50 1.50 0.33 144.79

do… 5 26.75 1.50 0.33 66.21

PB2 4 26.75 1.50 0.33 52.97

Under Plinth Beams (PB1) 2 9.75 1.50 0.33 9.65


Qty in CM 30.02

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

Class Room 3 25.00 16.00 1200.00

Stair 2 9.00 16.75 301.50

Ver 1 97.50 9.00 877.50

Total Qty in SFt 2379.00

Qty in SM 221.10

14 Marbel Flooring 1" Thick

Class Room 3 25.00 16.00 1200.00

Stair 2 9.00 16.75 301.50

Ver 1 97.50 9.00 877.50


Qty in SM 221.10

15 Marbel Skirting

Class Room 2 97.50 3.00 585.00

do.. 2 79.50 3.00 477.00

do.. 12 16.00 3.00 576.00

Column 9 4.00 3.00 108.00


Qty in SM 162.27

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

1 97.50 10.50 1023.75

2 79.50 10.50 1669.50

10 16.00 10.50 1680.00

9 4.00 10.50 378.00


Qty in SM 441.57

17 3/8'' thick cement sand plaster under soffit of RCC roof. (1:3)

1 97.50 26.75 2608.13

2 9.00 19.50 351.00

16 10.00 2.50 400.00


Qty in SM 312.19

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

1 97.5 10.50 1023.75

1 79.5 10.50 834.75

2 18 10.50 378.00

Column 9 4 10.50 378.00


Qty in SM 242.98

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

3 4.00 9.50 114.00


Qty in SM 10.59

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

3 4.00 9.50 114.00


Qty in SM 10.59

21 S/F of steel grill.

W1 11 6.00 6.50 429.00


Qty in SM 39.87

22 Distempering 3 coats. New surface

Qty in M2 As per item No-(16+17) 753.75

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

As per item No-18 242.98

24 B B (1st class ) Pavement on Edge

1 97.50 3.00 292.50

2 26.75 3.00 160.50

1 97.50 8.00 780.00

Qty in SFt 1233.00

Qty in SM 114.59

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

As per qty of item No. 24 1233.00 0.5

Qty in CFt 616.50

Qty in CM 17.45

26 S/F Black Board.

3 8.00 4.00 96.00


Qty in SM 8.92

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

2 21.00 42.00

Total Qty in RFt 42.00

Qty in M 12.80

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

Main Building 1 97.50 1.5 146.25

Qty in M2 13.59

29 S/F Steel Window

11 6.00 6.50 429.00


Qty in SM 39.87

30 Painting to new surface wood work

Qty as item no. 20 x 2 21.19

31 PCC (1:3:6)

Verandah Steps 1 73.00 3 0.5 109.50

do 1 73.00 2 0.5 73.00

do 1 73.00 1 0.5 36.50


Qty in M3 6.20

32 S/F Cupboard

3 5.00 7.00 105.00


Qty in SM 9.76

33

Qty as item no. 14 + 15 383.36

34 Flag Post complete in all respect

1 1.00

Chemical polishing of marble floor/Dado

35

Qty as item no. 13 221.10Qty in SM 221.10

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

DETAIL COST ESTIMATE ABSTRACT OF COST (CIVIL WORK) 1st FLOOR

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

1 25.75 M3 5680.25 146268.05

3 55.17 M3 4109.91 226753.40

13 (12-53-a-04) 18.40 M2 3661.62 67379.25

21 NSI 219.84 M2 1,200.00 263810.41

22 (25-10) 12.70 T 97,840.00 1242568.00

23 Erection and fitting in position iron trusses, staging of water tanks, etc (25-11) 12.70 T 4,920.48 62490.10

24 (09-13-b) 289.96 M2 980.45 284294.05

25 (09-24-a) 67.66 M2 1,130.14 76463.00

Total 2370026.26

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

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

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

Long wall Back Side 1 97.50 0.750 9.50 694.6875

Long wall Front Side 1 80.00 0.750 9.50 570

Cross wall 6 16.00 0.750 9.50 684


Qty in CM 55.17

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

Roof beams.

B1 3 97.50 1.00 1.00 292.5

B1 6 26.75 1.00 1.00 160.5

Columns 27 1.00 1.00 9.50 256.5


Qty in CM 20.09


710 7.35 2.37

2204

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

Class Room 3 25.00 16.00 1200

Stair 2 9.00 16.75 301.5

Ver 1 97.50 9.00 877.5

Total Qty in SFt 2379

Qty in SM 221.10

5 Marbel Flooring 1" Thick

Class Room 3 25.00 16.00 1200

Stair 2 9.00 16.75 301.5

Ver 1 97.50 9.00 877.5


Qty in SM 221.10

6 Marbel Skirting

Class Room 2 97.50 3.00 585

do.. 2 79.50 3.00 477

do.. 12 6.00 3.00 216

Column 9 4.00 3.00 108


Qty in SM 128.81

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

1.50% of item No-2Qty in Ton

1 97.50 10.50 1023.75

2 79.50 10.50 1669.5

10 16.00 10.50 1680

9 4.00 10.50 378


Qty in SM 441.57

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

1 97.50 26.75 2608.125

2 9.00 19.50 351

16 10.00 2.50 400


Qty in SM 312.19

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

1 97.5 10.50 1023.75

1 79.5 10.50 834.75

2 18 10.50 378

Column 9 4 10.50 378


Qty in SM 242.98

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

3 4.00 9.50 114


Qty in SM 10.59

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

3 4.00 9.50 114


Qty in SM 10.59

12 S/F of steel grill.

W1 11 6.00 6.50 429


Qty in SM 39.87

13 Distempering 3 coats. New surface

Qty in M2 As per item No-(7+8) 753.75

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

As per item No-9 242.98

15 S/F Black Board.

3 8.00 4.00 96

Total Qty in SFt 96

Qty in SM 8.92

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

2 11.00 22

Total Qty in RFt 22

Qty in RM 6.71

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

Main Building 1 97.50 1.5 146.25


Qty in SM 13.59

18 S/F Steel Window

11 6.00 6.50 429.00


Qty in SM 39.87

19 Painting to new surface wood work

Qty as item no. 11 x 2 21.19

20 S/F Cupboard

3 5.00 7.00 105


Qty in SM 9.76

21 S/F of Aluminum fixed Louvers

Total Qty in SFt 11 6.00 3 198.00

Qty in SM 18.40

22

Qty as item no. 5 + 6 349.91

23

Class Rooms 3 25.00 16.00 1200.00

Stairs 2 16.00 9.00 288.00

Ver 1 97.50 9.00 877.50


Qty in SM 219.84

24

Truss total weight 12.70

Qty in Ton 12.70

25

Truss total weight 12.70

Qty in Ton 12.70

26

Truss total Quantity 3120.00

Qty in M2 289.96

27

3 101.00 2.00 606.00

2 30.50 2.00 122.00


Qty in SM 67.66

28

Gable Beam 200.00


Qty in CM 5.66


200 7.35 0.67

2204

Chemical polishing of marble floor/Dado

P/F 10mm Lasani wood Ceiling Complete

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


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

1.50% of item No-31Qty in Ton


Internal Electrification

S.No Description of item CSR 2009 Ref. No. Qty Unit Rate Amount

1 (15-50) 170 No 867.02 147393.40

2 (15-51) 36 No 432.59 15573.24

3 (15-22-a) 60 No 34.59 2075.40

4 (15-61-a) 60 No 784.9 47094.00

5 (15-26-a) 20 No 304.33 6086.60

6 (15-71-d) 24 No 322.48 7739.52

7 (15-25) 40 No 63.13 2525.20

8 (15-68-c) 40 No 2191.13 87645.20

9 (15-41) 2 No 3515.66 7031.32

10 W/O main sub main double cover

i (15-05-a) 600 M 28.65 17190.00

ii (15-05-c) 1000 M 42.47 42470.00

iii (15-05-e) 300 M 82.85 24855.00

11 (15-70-c) 2 No 5724.77 11449.54

12 (15-15) 15 No 53.81 807.15

13 (15-75-b) 2 No 10057.1 20114.20

Total 440049.77

Wiring of light/fan/call-bell 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 : SingleSupply 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.forSupply 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

boq gps gato

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